Panchayat Raj Engineering Department Tender
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Panchayat Raj Engineering Department Tender
Eprocure
Opening Date13 Feb 2019
Closing Date18 Mar 2019
Tender Amount₹ 31,44,87,000
Costs
EMD
₹ 32,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_APRED_443648_1Bid Award Id
ViewTender No
133/ APRRP/PRED/VZM/ROADS/001Tender Authority
Panchayat Raj Engineering Department ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
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BOQ Items
Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
12750
-
17.49
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
12600
-
68.36
Construction of Granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work.
3496.18
-
1351.75
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
3363.52
-
1997.49
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
20243.25
-
40.83
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
20243.25
-
8.63
Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
506.07
-
6767.26
Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
3825
-
303.43
Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.25 m spacing , construction joints, applying debonding strips, primer, sealant, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.25 mts joint spacing)
344.26
-
5032.88
1000 mm dia I Row RCC pie culverts 14 Nos
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
415.8
-
85.78
Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.
93.24
-
315.85
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
78.12
-
3281.79
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
235.34
-
4193.38
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work for 1000 mm dia RCC pipes
105
-
6677.02
Construction of two vent 6 m Span RCC Deck Slab Culvert- 1 No
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding VAT & Seignorage Charges above water level upto 3.0 m depth
489
-
85.78
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding VAT & Seignorage Charges below water level upto 3.0 m depth
2838.99
-
90.07
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT & Seignorage Charges for Leveling Coarse
99.42
-
3281.79
Providing concrete for plain concrete M15 ( Design mix) in open foundations using 40,20 & 10mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT & Seignorage Charges for Foundations (cut off walls )
38.65
-
4193.38
Providing concrete for reinforced concrete M 20 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT & Seignorage Charges ,Cost of Steel - For rafts, foundations
90.47
-
4709
Providing concrete for reinforced concrete M 20 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT & Seignorage Charges ,Cost of Steel - For footings of abutments
85.62
-
4830.58
Providing concrete for plain concrete M15 ( Design mix) using 40,20 & 10mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT & Seignorage Charges for body ramp wall
560
-
4193.38
Providing concrete for reinforced concrete M 20 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT & Seignorage Charges ,Cost of Steel - For abutments
194.48
-
4830.58
Providing concrete for reinforced concrete M 20 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT & Seignorage Charges ,Cost of Steel for bed blocks
3.4
-
4984.8
V.R.C.C concrete M - 25grade for Super Structure with 20 mm(SS5)HBG M/C graded metal with a cube strength of 25 N / mm2 at 28 days work test on 150 X 150 X 150 mm cubes and cost and and conveyance of all materials, vibrating centering machine mixing, curing hire and operational charges of all T& P but excluding cost and its fabrication charges of steel etc complete as per MoRT&H spcn. No. 1500, 1600 & 1700 as per MOST Drg. No 1-76 to 5- 76A excluding VAT & Seignorage Charges for deck slab
35.61
-
5713.98
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH Excluding steel and its fabrication charges excluding VAT & Seignorage Charges
5.58
-
5001.24
Providing concrete for plain concrete M15 ( Design mix) using 40,20 & 10mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT & Seignorage Charges for Foundations for levelling course below apporach slab
5.78
-
4193.38
Providing M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH Excluding steel and its fabrication charges excluding VAT & Seignorage Charges For approach slab
5.78
-
4888.36
Providing concrete for plain/reinforced concrete V.C.C grade M 20 (Design Mix) in Sub structure using 40 to 10 mm size Graded HBG aggregate, including cost, and conveyance of all materials to site and all labour charge mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause1500, 1700 & 2200 MORTH including contractors profit & Over head charges but excluding Seigonarage charges & VAT for side walls of the bridge
10.85
-
4830.58
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 / 40 kg laid dry complete as per drawing and technical specifications Clause 1301 MORD / 2503 MORTH ,including overhead charges and contractors profit but excluding VAT & Seignorage Charges
264.06
-
1294.93
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH
21
-
678.63
Providing and laying boulder appron for bed protection with stone boulders of Size 500mm dia and weight not less than 100 kgs per each stone laid dry complete as per drawing and technical specifications clause 1301 including contractors profit & Over head charges but excluding Seigonarage charges & VAT
106.64
-
1305.8
Supplying, fitting, and placing HYSD bar reinforcement in foundations complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded.- For foundations
6.17
-
53363.83
Supplying, fitting, and placing HYSD bar reinforcement in foundations complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded.- For sub structure
3.2
-
53548.79
Supplying, fitting, and placing HYSD bar reinforcement in foundations complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded.- For super structure
8
-
54865.59
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.
564
-
184.6
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight MORD ,including overhead charges and contractors profit .
18.62
-
71.72
Construction of Retaining Wall
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including overhead charges & Contractors profit etc. complete
288
-
85.78
Filling in foundation trenches using sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH , including overhead charges & Contractors profit etc. complete
72
-
315.85
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH , including overhead charges & Contractors profit etc. complete
48
-
3281.79
Plain cement concrete M 15 grade using 40,20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges. including overhead charges & Contractors profit etc. complete
270
-
4193.38
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.
450
-
184.6
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST and seignorage charges etc. complete
220
-
678.63
ROAD SAFETY INTERVENTIONS
-
-
-
Providing and fixing of 5 th kilometre stones of size 350x250x1675 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
1
-
3382.11
Providing and fixing of kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size C
7
-
2005.12
Providing and fixing of Hectometre stones of size mm 350x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
25
-
560.52
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Circular plate size 600 mm
10
-
1927.61
Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc- Equilateral traiangle of size 600 mm
22
-
1508.1
Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc- Rectangular of size 800x600 mm
1
-
1686.44
Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm
1.8
-
3237.96
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm
3.24
-
1621.06
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
1278
-
702
Construction of Speed breaker with Cement concrete pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. -
2.26
-
5032.88
Construction of Speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. - WMM
6.47
-
1997.49
Construction of Speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. - prime coat+tack coat
11.25
-
49.46
Construction of Speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. - SDBC 25 mm thick layer
0.21
-
6767.26
Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,
12
-
316
Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
8
-
3210
Bridge part
-
-
-
FOUNDATIONS
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- For Foundations
876.34
-
85.78
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications 1204.7 & 1204.13 of MORD and 1100 & 1700 MORTH and removal of excavated earth with all lifts and lead upto 1000 m, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete-100 mm dia
333
-
9038.3
Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Staining of Wells including Fabricating and Setting out as per Detailed Drawing as per Tech. Specifications 1204.7.3 of MORD and 1200 & 1900 MORTH, including contractors profit & Over head charges, excluding GST etc, complete
60
-
63520.8
Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete-
65.4
-
3994.4
Reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1205 MORD and 1500, 1700 & 1211 MORTH, including overhead charges & Contractors profit, but excluding GST and seigniorage etc., complete For Well Cap
298.59
-
4918.2
Substructure &Super structure
-
-
-
Providing concrete for Plain cement concrete M20 (Design Mix) using 40 mm Graded hard stone metal in Substructure complete as per drawings and technical specifications Clause 802, 804,805,806,807, 1202 & 1204 of MORD and 1500,1700&2200 of MORTH for substructure - abutments
101.89
-
4830.58
Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit upto 5m height. FOR PIERS, HAMMER HEAD, PIER CAP, ABUTMENT CAP
304.28
-
5209
Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in superstructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit, VAT upto 5m to 10 mt height. as per MOT DRG No.BD/13-76,BD/14-76A,BD/15-76A excluding cost of steel.- For slab
77
-
5713.98
Providing and laying cement concrete wearing course M30 grade desin mix using 20 & 10 mm HBG Metal including cost, and conveyance of all materials to site and all labour charge mechanically mixed using 0.075 t/Cum reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD including contractors profit & Over head charges but excluding cost of Steel for wearing coat
9.6
-
5001.24
Providing reinforced concrete Reinforced Cement Concrete M 30 grade ( Design Mix) approach slab using 0.05 tones/cum reinforcement and formwork complete as per drawing and technical specifications Clauses1500, 1600, 1700 & 2704 MORTH including contractors profit & Over head charges but excluding cost of Steel for approach slab
19.27
-
4888.36
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1001 & 1206 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete- For Ssuper Structures
15
-
54865.59
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1001 & 1206 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete- For Sub Structures
8
-
53548.79
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1001 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete - For Foundation
25
-
53363.83
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 MORD.including contractors profit & Over head charges , Seigonarage charges & VAT (DRAWG BD/5-09)
34.14
-
675.8
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 / 40 kg laid dry complete as per drawing and technical specifications Clause 1301 MORD / 2503 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - For Protection Work
36
-
1294.93
Providing and laying pitching on slopes laid over prepared filter media/ gravel backing as per drawing and technical specifications Clause 1302 MORD / 2504 MORTH including cost and conveyance of all materials and all labour charges etc., complete including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
18
-
1294.93
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORDincluding contractors profit & Over head charges , Seigonarage charges & VAT
583.48
-
678.63
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD including contractors profit & Over head charges , Seigonarage charges & VAT
56.93
-
1305.8
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe 6 Kg/Cm2 extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD including contractors profit & Over head charges , Seigonarage charges & VAT
60
-
184.6
Drainage spouts complete as per drawing and technical specification and as per approved drg no.BD/1-69A as morth specification
12
-
1450
Supply and fixing of of elastomeric neoprene bearing confirming to IRC-83 of bearing size 630x220x61 mm
6
-
6500
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding VAT & Seigniorage chares
70
-
6677.02
Construction of approaches to Bridge
-
-
-
Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with Vibratory Roller 80 - 100 kN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges but excluding , Seigonarage charges & VAT
1200
-
161.77
Construction of Granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work.
30.38
-
1351.75
Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
14.06
-
303.43
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
29.26
-
1997.49
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
187.55
-
40.83
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
187.5
-
8.63
Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
187.5
-
6767.26
Protection work
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD including contractors profit & Over head charges but excluding , Seigonarage charges & VAT For fdn. Of toe wall
294
-
85.78
Providing concrete for plain/reinforced concrete P.C.C grade M 10 in open foundations using 40 mm nominal size Graded HBG stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD including cost, and conveyance of all materials to site and all labour charge including contractors profit & Over head
63
-
3281.79
Reinforced cement concrete M20 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height)
282.5
-
4709
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 / 40 kg laid dry complete as per drawing and technical specifications Clause 1301 MORD / 2503 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - For Protection Work
180
-
1294.93
Providing and laying pitching on slopes laid over prepared filter media/ gravel backing as per drawing and technical specifications Clause 1302 MORD / 2504 MORTH including cost and conveyance of all materials and all labour charges etc., complete including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
90
-
1294.93
39.Construction of Road from Makkuva-Sambara PR road @ 3/2 KM to Thotavalasa in Makkuva mandal of Vizianagaram district
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
3600
-
1.82
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
2000
-
68.36
Construction of Granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with 80-100 kN vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work.
1256.58
-
1223.94
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
1211.58
-
1855.83
Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
1125
-
245.43
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
7777.2
-
40.87
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
7777.2
-
8.65
Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
194.43
-
6616.36
Construction of Single Row 1000 mm dia RCC Pipe Culverts - 4 Nos
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
118.8
-
85.78
Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.
26.64
-
207.25
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
22.32
-
3097.2
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
61.8
-
4001.43
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work for 1000 mm dia RCC pipes
30
-
6657.18
Construction of Retaining Wall - 1 No
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
86.4
-
85.78
Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.
21.6
-
207.25
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
14.4
-
3097.2
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
81
-
4001.43
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC 4kg/cm2 pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.
450
-
224.81
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges
66
-
534.04
ROAD SAFETY INTERVENTIONS
-
-
-
Providing and fixing of kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
3
-
1953.42
Providing and fixing of Hectometre stones of size mm 350x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
8
-
551.32
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Circular plate size 600 mm
10
-
1903.43
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm
18
-
1811.15
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for triangle of size 800X600 mm
1
-
2086.73
Providing and erecting direction and place identification of retro-reflectorised sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm
1.8
-
3026.61
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm
1.08
-
1594.18
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
416
-
702
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (WMM)
4.31
-
1855.83
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (Prime Coat + Tack Coat)
75
-
49.52
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (SDBC)
1.43
-
6616.36
Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,
12
-
316
Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
2
-
3210
Name of work:-Construction of road from Makkuva- Saluru R&B Road at 17/6 Km to SH36 Road at 9/8Km to A.Venkampeta in Makkuva Mandal of Vizianagaram District
-
-
-
ROAD PORTION
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
8100
-
1.82
Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/305 MORTH including overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work.
9000
-
68.36
Construction of Granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work.
2814.75
-
1316.81
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
2713.5
-
1958.77
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
17415
-
40.82
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
17415
-
8.63
Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
435.38
-
6723.42
Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
2531.25
-
222.23
1000 mm dia 1 Row RCC pipe culverts - 10 Nos
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
297
-
85.78
Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.
66.6
-
207.25
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
55.8
-
3166.86
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
155.85
-
4073.86
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work for 600 mm dia RCC pipes
75
-
6623.17
Construction of 3m slab culvert-3nos
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
338.7
-
85.78
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
60.66
-
3166.86
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
204.75
-
4073.86
Providing plain concrete for M 15 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seigniorage Charges ,Cost of Steel etc. complete for finished item of work
211.79
-
4704.14
Providing concrete for reinforced concrete M 20 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST and seignorage charges and cost of Steel etc. complete for finished item of work.
11.7
-
4858.36
V.R.C.C concrete M - 25grade for Super Structure with 20 mm(SS5)HBG M/C graded metal with a cube strength of 25 N / mm2 at 28 days work test on 150 X 150 X 150 mm cubes and cost and and conveyance of all materials, vibrating centering machine mixing, curing hire and operational charges of all T& P but excluding cost and its fabrication charges of steel etc complete as per MoRT&H spcn. No. 1500, 1600 & 1700 as per MOST Drg. No 1-76 to 5- 76A excluding GST & Seignorage Charges
24.3
-
5576.04
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded.
4.8
-
54865.59
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH
150
-
506.2
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.
90
-
224.81
ROAD SAFETY INTERVENTIONS
-
-
-
Providing and fixing of kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size C
4
-
1972.93
Providing and fixing of Hectometre stones of size mm 350x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
18
-
554.79
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Circular plate size 600 mm
3
-
1912.55
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm
25
-
1820.27
Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm
1.8
-
3038.79
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm
1.08
-
1604.32
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
921.6
-
702
Construction of Speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete.(WMM)
0.22
-
1958.77
Construction of Speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete.(Prime Coat+Tack Coat)
3.76
-
49.45
Construction of Speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete.(SDBC 25mm)
0.07
-
6723.42
Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,
16
-
316
Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fix vertical post with a spacer of channel section 150 x 75 x 5mm, 330mm long complete as per clause 810 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
40
-
2440.36
Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
52
-
3210
41. Construction of Road from Makkuva-Sambara PR Road at 1/2 to Antivalasa in Makkuva Mandal
-
-
-
ROAD PORTION
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
1440
-
1.82
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
1600
-
68.36
Construction of Granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with 80-100 kN vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work.
502.2
-
1223.94
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
484.2
-
1855.83
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
3108
-
40.84
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
3108
-
8.63
Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
77.7
-
6612.89
Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
450
-
222.23
Construction of Single Row 1000 mm dia RCC Pipe Culverts - 2 No
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
59.4
-
85.78
Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.
13.32
-
207.25
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
11.16
-
3097.2
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
33.62
-
4001.43
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work for 1000 mm dia RCC pipes
15
-
6736.55
ROAD SAFETY INTERVENTIONS
-
-
-
Providing and fixing of kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
1
-
1953.42
Providing and fixing of Hectometre stones of size mm 350x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
4
-
551.32
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Circular plate size 600 mm
4
-
1903.43
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm
9
-
1811.15
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Rectangle of size 800x600 mm
1
-
2086.73
Providing and erecting direction and place identification of retro-reflectorised sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm
1.8
-
3026.61
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm
0.54
-
1594.18
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
169
-
702
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (WMM)
4.31
-
1855.83
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (Prime Coat+Tack Coat)
75
-
49.47
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (SDBC)
1.43
-
6612.89
Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,
8
-
316
Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
6
-
3210
Name of work:- "Construction of Road from Dabbagedda to D.Sirlam in Makkuva Mandal" of Vizianagaram District - DPR/Estimate Amount. Rs.354.00 lakhs
-
-
-
ROAD PORTION
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
11880
-
1.82
Scarifying existing granular surface to a depth of 50 mm and spreading scarified material in uniform layers with tractor grader and compacting with vibratary roller to achieve desired density as as per Technical Specification Clause 301.4. MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
13125
-
21.44
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
13200
-
68.36
Construction of Granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work.
1945.62
-
1279.62
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
3985.74
-
1917.55
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
25581.6
-
40.86
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
25581.6
-
8.65
Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
639.54
-
6682.88
Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
3712.5
-
291.83
1000 mm dia RCC pie culverts - 12 No.s
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
356.4
-
85.78
Filling in foundation trenches using sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit etc. complete
79.92
-
195.65
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
43.8
-
3133.74
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
187.03
-
4039.4
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work for 600 mm dia RCC pipes
90
-
6691.14
3.00 Mt. Span Slab culvert - 3 No.s
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST & Seignorage Charges
240.78
-
85.78
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
46.56
-
3133.74
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40,20 & 10mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations
204.75
-
4039.4
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40,20 & 10mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations
211.8
-
4039.4
Providing concrete for reinforced concrete M 20 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges ,Cost of Steel
11.31
-
4962.93
VRCC concrete M-25grade for Super Structure with 20 mm(SS5) HBG M/c graded metal with a cube strength of 25 N/mm2 at 28 days work test on 150 X 150 X 150 mm cubes and cost and and conveyance of all materials, vibrating, centering, machine mixing, curing hire and operational charges of all T& P but excluding cost and its fabrication charges of steel etc complete as per MoRT&H spcn. No. 1500, 1600 & 1700 as per MOST Drg. No 1-76 to 5- 76A excluding GST and seignorage charges for finished item of work.
24.3
-
5536.3
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit but excluding GST and seigniorage charges - For Super Structures
4.8
-
49449.78
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC 4kg/cm2 pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including cost, all labour charges for all operations excluding GST etc complete for finished item of work.
90
-
224.79
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH ,excluding GST & Seignorage Charges
150
-
688.24
ROAD SAFETY INTERVENTIONS
-
-
-
Providing and fixing of 5 th kilometre stones of size 350x250x1675 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
1
-
3321.81
Providing and fixing of kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
6
-
1963.65
Providing and fixing of Hectometre stones of size mm 350x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
27
-
553.14
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Circular plate size 600 mm
10
-
1908.21
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm
43
-
1815.93
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Facility information signs::Like eating place,resting place,first aid post,toilet,filling station,hospital,public phone,police station. Rectangular of size 800x600 mm
1
-
2091.52
Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm
1.8
-
3033
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm
2.16
-
1439.55
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
1329
-
702
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (WMM)
0.63
-
1917.55
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (Prime cost+Tack coat)
11.26
-
49.51
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (SDBC 25mm thick)
0.29
-
6682.88
Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,
48
-
316
Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
62
-
3210
43 Construction of Road from Makkuva-Duggeru R&B Road to Saraivalasa in Makkuva Mandal
-
-
-
ROAD PORTION
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
1800
-
1.82
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
2000
-
68.36
Construction of Improved Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
562.5
-
245.43
Construction of Granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with 80-100 kN vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work.
649.08
-
1223.94
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
626.58
-
1855.83
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
4027.2
-
40.87
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
4027.2
-
8.65
Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
100.68
-
6616.36
Construction of Single Row 1000 mm dia RCC Pipe Culverts - 3No
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
89.1
-
85.78
Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.
19.98
-
207.25
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
16.74
-
3097.2
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
46.74
-
4001.43
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work for 1000 mm dia RCC pipes
22.5
-
6657.18
ROAD SAFETY INTERVENTIONS
-
-
-
Providing and fixing of kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
2
-
1953.42
Providing and fixing of Hectometre stones of size mm 350x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
4
-
551.32
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Circular plate size 600 mm
6
-
1903.43
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm
9
-
1811.15
Providing and erecting direction and place identification of retro-reflectorised sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm
1.8
-
3026.61
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm
1.08
-
1594.18
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
209
-
702
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (WMM)
4.31
-
1855.83
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (Prime Coat+Tack Coat)
75
-
49.52
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (SDBC)
1.43
-
6616.36
Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
5
-
3210
44. Construction of Road from Makkuva-Gopalapuram R&B Road to Bangaruvalasa in Makkuva Mandal
-
-
-
ROAD PORTION
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
4500
-
1.82
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
5000
-
68.36
Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
1406
-
210.63
Construction of Granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with 80-100 kN vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work.
1560.33
-
1223.94
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
1504.08
-
1855.83
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
9652.2
-
40.86
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
9652.2
-
8.65
Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
241.31
-
6615.06
Construction of Single Row 1000 mm dia RCC Pipe Culverts - 4 No
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
118.8
-
85.78
Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.
26.64
-
207.25
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
22.32
-
3097.2
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
62.36
-
4001.43
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work for 1000 mm dia RCC pipes
30
-
6657.18
Retaining wall
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
216
-
85.78
Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.
54
-
207.25
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
36
-
3097.2
Plain cement concrete M 15 grade using 40,20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractor profit but excluding GST & Seignorage Charges
202.5
-
4001.43
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC 4kg/cm2 pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.
450
-
224.81
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges
120
-
492.28
ROAD SAFETY INTERVENTIONS
-
-
-
Providing and fixing of kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
3
-
1953.42
Providing and fixing of Hectometre stones of size mm 350x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
10
-
551.32
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Circular plate size 600 mm
10
-
1903.43
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm
33
-
1811.15
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Rectangle of size 800x600 mm
1
-
2086.73
Providing and erecting direction and place identification of retro-reflectorised sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm
1.8
-
3026.61
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm
2.16
-
1594.18
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
509
-
702
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (WMM)
6.47
-
1855.83
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (Prime Coat+Tack Coat)
112.5
-
49.51
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (SDBC)
2.14
-
6615.06
Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,
12
-
316
Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
6
-
3210
45. Construction of Road from NH-43 to Kothavalasa road to Annamrajupeta via Kunambandavalasa in Pachipenta Mandal
-
-
-
ROAD PORTION
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
2160
-
1.85
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
2400
-
68.8
Construction of Granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with 80-100 kN vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work.
745.2
-
1212.93
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
718.2
-
1850.06
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
4608
-
40.87
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
4608
-
8.68
Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
115.2
-
6600.18
Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
675
-
257.91
Construction of Single Row 1000 mm dia RCC Pipe Culverts - 3 No
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
89.1
-
88.69
Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.
19.98
-
211.6
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
16.74
-
3214.19
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
50.43
-
4123.1
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work for 1000 mm dia RCC pipes
22.5
-
6763.51
ROAD SAFETY INTERVENTIONS
-
-
-
Providing and fixing of kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
2
-
1950.5
Providing and fixing of Hectometre stones of size mm 350x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
5
-
550.8
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Circular plate size 600 mm
4
-
1902.06
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm
12
-
1809.78
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Rectangle of size 800x600 mm
1
-
2085.37
Providing and erecting direction and place identification of retro-reflectorised sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm
1.8
-
3024.79
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm
0.54
-
1592.67
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
249
-
702
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (WMM)
3.23
-
1850.06
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (Prime Coat+Tack Coat)
56.25
-
49.55
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (SDBC)
1.07
-
6600.18
Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,
6
-
316
Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
8
-
3210
46.Construction of Road from Kodikallavalasa-Mathumuru R&B Road to Chandivalasa via Godagavalasa in Pachipenta Mandal
-
-
-
ROAD PORTION
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
2160
-
1.85
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
2400
-
68.8
Construction of Granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with 80-100 kN vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work.
745.2
-
1143.33
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
718.2
-
1772.92
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
4608
-
40.87
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
4608
-
8.68
Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
115.2
-
6515.84
Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
675
-
188.2
Construction of 1Row 1000 mm dia RCC Pipe Culvert - 2No
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
59.4
-
88.69
Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.
13.2
-
211.6
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
11.16
-
3162
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
33.62
-
4068.79
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work for 1000 mm dia RCC pipes
15
-
6808.86
ROAD SAFETY INTERVENTIONS
-
-
-
Providing and fixing of kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
2
-
1935.88
Providing and fixing of Hectometre stones of size mm 350x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
5
-
548.2
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Circular plate size 600 mm
4
-
1895.22
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm
12
-
1802.95
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Rectangular of size 800x600 mm
1
-
2078.53
Providing and erecting direction and place identification of retro-reflectorised sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm
1.8
-
3015.67
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm
0.54
-
1585.07
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
249
-
702
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (WMM)
3.23
-
1772.92
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (Prime Coat+ Tack coat)
56.25
-
49.55
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (SDBC)
1.07
-
6515.84
Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,
6
-
316
Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
8
-
3210
47.Construction of road from Challapeta R&B Road to Rabanda in Mentada mandal in Vizianagaram district
-
-
-
ROAD PORTION
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
1620
-
1.82
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
1650
-
68.36
Construction of Granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with 80-100 kN vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work.
370.5
-
1596.18
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
263.25
-
2268.4
Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
303.75
-
245.43
Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.25 m spacing , construction joints, applying debonding strips, primer, sealant, Plasticizer 0.5 per cent by weight of cement as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.00 mts joint spacing)
583.95
-
5178.71
Construction of Single Row 1000 mm dia RCC Pipe Culverts - 3 No
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
131.85
-
85.78
Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.
16.08
-
311.65
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
34.59
-
3423.37
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
63.03
-
4340.63
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work for 1000 mm dia RCC pipes
22.5
-
6782.47
ROAD SAFETY INTERVENTIONS
-
-
-
Providing and fixing of kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
1
-
2044.77
Providing and fixing of Hectometre stones of size mm 350x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
5
-
567.56
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Circular plate size 600 mm
2
-
1946.17
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm
12
-
1853.89
Providing and erecting direction and place identification of retro-reflectorised sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm
3.6
-
3083.6
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm
1.08
-
1641.68
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
382
-
702
Construciton of Speed breaker with rigid pavement with a minimum width of 3.00mts with an parabolic hump of 100mm at centre at school zones etc completed
2.82
-
5178.71
Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,
8
-
316
48.Construction of Road from Jakkuva R&B road to Badevalasa in Mentada mandal in Vizianagaram district
-
-
-
ROAD PORTION
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
1800
-
1.82
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
1500
-
68.36
Construction of Granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with 80-100 kN vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work.
411
-
1747.5
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
292.5
-
2436.12
Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
337.5
-
245.43
Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.25 m spacing , construction joints, applying debonding strips, primer, sealant, Plasticizer 0.5 per cent by weight of cement as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.00 mts joint spacing)
647.7
-
5365.49
Construction of Single Row 1000 mm dia RCC Pipe Culverts - 3 No
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
131.85
-
85.78
Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.
16.08
-
571.05
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
34.59
-
3604.71
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
72.03
-
4529.23
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work for 1000 mm dia RCC pipes
22.5
-
6953.14
ROAD SAFETY INTERVENTIONS
-
-
-
Providing and fixing of kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
1
-
2111.89
Providing and fixing of Hectometre stones of size mm 350x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
5
-
550.83
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Circular plate size 600 mm
2
-
2001.12
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm
14
-
1882.84
Providing and erecting direction and place identification of retro-reflectorised sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm
1.8
-
3123
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm
0.54
-
1653.63
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
236
-
702
Construciton of Speed breaker with rigid pavement with a minimum width of 3.00mts with an parabolic hump of 100mm at centre at school zones etc completed
2.82
-
5365.49
Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,
8
-
316
Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
4
-
3210
Name of work:-"Construction of Road from Andra R&B Road to Malayadavalasa via Saradavalasa in Mentada Mandal" of Vizianagaram District - DPR/Estimate Amount. Rs.244.00 lakhs -
-
-
-
ROAD PORTION
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
7920
-
1.82
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
9000
-
68.36
Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
2065.5
-
246.31
Construction of Granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work.
2750.1
-
1537.98
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
2729.03
-
2203.9
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
16644
-
40.75
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
16644
-
8.61
Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
416.1
-
6983.7
Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
2475
-
245.43
1000 mm dia RCC pie culverts - 7 No.s
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
307.65
-
85.78
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
80.71
-
3400.59
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
147.07
-
4316.94
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work for 600 mm dia RCC pipes
52.5
-
6828.07
2.00 Mt. Span Slab Culvert - 1 No.s
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST & Seignorage Charges
66.66
-
85.78
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
14.81
-
3400.59
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40,20 & 10mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations
17.9
-
4316.94
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40,20 & 10mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations
56.9
-
4316.94
VRCC concrete M-25grade for Super Structure with 20 mm(SS5) HBG M/c graded metal with a cube strength of 25 N/mm2 at 28 days work test on 150 X 150 X 150 mm cubes and cost and and conveyance of all materials, vibrating, centering, machine mixing, curing hire and operational charges of all T& P but excluding cost and its fabrication charges of steel etc complete as per MoRT&H spcn. No. 1500, 1600 & 1700 as per MOST Drg. No 1-76 to 5- 76A excluding GST and seignorage charges for finished item of work.
2.1
-
4707.76
VRCC concrete M-25grade for Super Structure with 20 mm(SS5) HBG M/c graded metal with a cube strength of 25 N/mm2 at 28 days work test on 150 X 150 X 150 mm cubes and cost and and conveyance of all materials, vibrating, centering, machine mixing, curing hire and operational charges of all T& P but excluding cost and its fabrication charges of steel etc complete as per MoRT&H spcn. No. 1500, 1600 & 1700 as per MOST Drg. No 1-76 to 5- 76A excluding GST and seignorage charges for finished item of work.
3.54
-
5121.41
VRCC concrete M-25grade for Super Structure with 20 mm(SS5) HBG M/c graded metal with a cube strength of 25 N/mm2 at 28 days work test on 150 X 150 X 150 mm cubes and cost and and conveyance of all materials, vibrating, centering, machine mixing, curing hire and operational charges of all T& P but excluding cost and its fabrication charges of steel etc complete as per MoRT&H spcn. No. 1500, 1600 & 1700 as per MOST Drg. No 1-76 to 5- 76A excluding GST and seignorage charges for finished item of work.
4.68
-
5121.41
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit but excluding GST and seigniorage charges - For Sub Structures
1.2
-
48263
Cost and supply of mastic pads including c/c of all materials and all labour charges etc. complete excluding GST & Seignorage Charges
3.6
-
839
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC 4kg/cm2 pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including cost, all labour charges for all operations excluding GST etc complete for finished item of work.
50
-
225.07
5.00 Mt. Span 2-Vent Slab culvert - 1 No.
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST & Seignorage Charges
466.47
-
85.78
Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.
60.84
-
358.05
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
81.13
-
3400.59
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40,20 & 10mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations
271.4
-
4316.94
VRCC concrete M-25grade for Super Structure with 20 mm(SS5) HBG M/c graded metal with a cube strength of 25 N/mm2 at 28 days work test on 150 X 150 X 150 mm cubes and cost and and conveyance of all materials, vibrating, centering, machine mixing, curing hire and operational charges of all T& P but excluding cost and its fabrication charges of steel etc complete as per MoRT&H spcn. No. 1500, 1600 & 1700 as per MOST Drg. No 1-76 to 5- 76A excluding GST and seignorage charges for finished item of work.
60.68
-
5121.41
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH Excluding steel and its fabrication charges excluding GST & Seignorage Charges
7.88
-
5123.59
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit but excluding GST and seigniorage charges - For Sub Structures
5.5
-
48263
Cost and supply of mastic pads including c/c of all materials and all labour charges etc. complete excluding GST & Seignorage Charges
19.88
-
839
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC 4kg/cm2 pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including cost, all labour charges for all operations excluding GST etc complete for finished item of work.
45.6
-
225.07
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH ,excluding GST & Seignorage Charges
32.95
-
632.56
ROAD SAFETY INTERVENTIONS
-
-
-
Providing and fixing of kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
4
-
2038.38
Providing and fixing of Hectometre stones of size mm 350x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
19
-
566.43
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Circular plate size 600 mm
6
-
1943.18
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm
15
-
1850.9
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Facility information signs::Like eating place,resting place,first aid post,toilet,filling station,hospital,public phone,police station. Rectangular of size 800x600 mm
2
-
2126.49
Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm
1.8
-
3079.62
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm
1.08
-
1474.52
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
461.5
-
702
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (WMM)
0.21
-
2203.9
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (Prime cost+Tack coat)
3.76
-
49.36
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (SDBC 25mm thick)
0.1
-
6983.7
Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,
16
-
316
Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fix vertical post with a spacer of channel section 150 x 75 x 5mm, 330mm long complete as per clause 810 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
16
-
2440.36
Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
36
-
3210
50. Construction of Road from NH-43 Kodikallavalasa R&B Road to Pindrangivalasa in Pachipenta Mandal
-
-
-
ROAD PORTION
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
3060
-
1.85
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
13600
-
68.8
Construction of Granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with 80-100 kN vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work.
1081.35
-
1268.61
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
1043.1
-
1911.78
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
6699
-
40.92
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
25824
-
8.69
Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
167.48
-
6676.21
Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
956.25
-
223.11
Construction of Single Row 1000 mm dia RCC Pipe Culverts - 5 No
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
148.5
-
88.69
Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.
33.3
-
211.6
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
27.9
-
3255.96
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
84.05
-
4166.52
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work for 1000 mm dia RCC pipes
37.5
-
6922.25
3 M span RCC slab culvert - 1 No
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
80.26
-
88.69
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
15.52
-
3255.96
Providing plain concrete M 20 grade (Design Mix) in Substructure using 40, 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST ,Cost of Steel for Abutments
68.25
-
4802.17
Providing plain concrete M 20 grade (Design Mix) in Substructure using 40, 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST ,Cost of Steel for Abutments
70.6
-
4802.17
Providing concrete for reinforced concrete M 20 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Wind walls
3.77
-
4957.2
Providing and laying Reinforced Cement Concrete M 25 Grade (Design Mix) using 20&10 mm Metal (HBG) Mechanically mixed in superstructure as per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5 MORD/ Sections 1500, 1600 &1700 MoRTH, including Contractors Profit & Over head Charges, GST and Seigneroage etc. Complete upto 5m height - for Super Structure (Deck Slab)
8.1
-
5682.08
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 percent bitument by weight MORD, including overhead charges and contractors profit but excluding GST and seignorage charges etc.
15
-
71.66
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding VAT etc., complete- For Sub Structures
1.6
-
55892.17
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges
50
-
567.41
Cost and supply of weep holes 100mm dia AC Pipes including cost and conveyance of all materials and all labour charges etc. complete
30
-
227.35
Retaining wall
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
187
-
88.69
Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.
47
-
211.6
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
31
-
3255.96
Plain cement concrete M 15 grade using 40,20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including contractor profit but excluding GST & Seignorage Charges
175.5
-
4166.52
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC 4kg/cm2 pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.
60
-
227.35
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges
143
-
567.41
ROAD SAFETY INTERVENTIONS
-
-
-
Providing and fixing of kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
2
-
1962.19
Providing and fixing of Hectometre stones of size mm 350x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
7
-
552.88
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Circular plate size 600 mm
6
-
1907.53
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm
16
-
1815.25
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Rectangle of size 800x600 mm
1
-
2090.83
Providing and erecting direction and place identification of retro-reflectorised sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm
1.8
-
3032.09
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm
0.54
-
1598.74
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
349
-
702
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (WMM)
6.47
-
1911.78
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (Prime Coat+Tack Coat)
112.5
-
49.61
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (SDBC)
2.14
-
6676.21
Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,
12
-
316
Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
6
-
3210
Name of work:-Construction of Road from Mathumuru to Seela via. Thaduru, Kothavalasa in Pachipenta Mandal of Vizianagaram District.
-
-
-
ROAD PORTION
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
12240
-
1.82
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
13600
-
68.36
Construction of Granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work.
4179.6
-
1140.42
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
4026.6
-
1763.27
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
25824
-
40.81
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
25824
-
8.62
Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
645.6
-
6506.84
Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
3825
-
187.33
1000 mm dia I Row RCC pie culverts 15 Nos
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
445.5
-
85.78
Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.
99.9
-
207.25
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
83.7
-
3034.57
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
233.76
-
3936.26
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work for 600 mm dia RCC pipes
112.5
-
6906.64
Construction of 3m span slab culvert-2nos
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
212.08
-
85.78
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
40.44
-
3034.57
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Footings
136.5
-
3936.26
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40,20 & 10mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT & Seignorage Charges for abutments , wing walls and parapet wall
107.59
-
3936.26
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded.
3.2
-
54865.59
Providing concrete for reinforced concrete M 20 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT & Seignorage Charges ,Cost of Steel for bed blocks
7.8
-
4712.85
V.R.C.C concrete M - 25grade for Super Structure with 20 mm(SS5)HBG M/C graded metal with a cube strength of 25 N / mm2 at 28 days work test on 150 X 150 X 150 mm cubes and cost and and conveyance of all materials, vibrating centering machine mixing, curing hire and operational charges of all T& P but excluding cost and its fabrication charges of steel etc complete as per MoRT&H spcn. No. 1500, 1600 & 1700 as per MOST Drg. No 1-76 to 5- 76A excluding VAT & Seignorage Charges for deck slab
16.2
-
5417.31
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH Excluding steel and its fabrication charges excluding VAT & Seignorage Charges for wearing course
4.95
-
4746.6
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH
100
-
464.32
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.
60
-
224.81
Construction of two vent 6 m Span RCC Deck Slab Culvert
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding VAT & Seignorage Charges above water level upto 3.0 m depth
489
-
85.78
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding VAT & Seignorage Charges below water level upto 3.0 m depth
2964.07
-
90.07
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT & Seignorage Charges for Leveling Coarse
99.42
-
3034.57
Providing concrete for plain concrete M15 ( Design mix) in open foundations using 40,20 & 10mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT & Seignorage Charges for Foundations (cut off walls )
38.64
-
3936.26
Providing concrete for reinforced concrete M 20 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT & Seignorage Charges ,Cost of Steel - For rafts, foundations
90.47
-
4558.63
Providing concrete for reinforced concrete M 20 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT & Seignorage Charges ,Cost of Steel - For footings of abutments
85.63
-
4558.63
Providing concrete for plain concrete M15 ( Design mix) using 40,20 & 10mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT & Seignorage Charges for body ramp wall
560
-
3936.26
Providing concrete for reinforced concrete M 20 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT & Seignorage Charges ,Cost of Steel - For abutments
194.32
-
4558.63
Providing concrete for reinforced concrete M 20 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT & Seignorage Charges ,Cost of Steel for bed blocks
3.39
-
4712.85
V.R.C.C concrete M - 25grade for Super Structure with 20 mm(SS5)HBG M/C graded metal with a cube strength of 25 N / mm2 at 28 days work test on 150 X 150 X 150 mm cubes and cost and and conveyance of all materials, vibrating centering machine mixing, curing hire and operational charges of all T& P but excluding cost and its fabrication charges of steel etc complete as per MoRT&H spcn. No. 1500, 1600 & 1700 as per MOST Drg. No 1-76 to 5- 76A excluding VAT & Seignorage Charges for deck slab
35.85
-
5417.31
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH Excluding steel and its fabrication charges excluding VAT & Seignorage Charges
5.58
-
4746.6
Providing concrete for plain concrete M15 ( Design mix) using 40,20 & 10mm size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT & Seignorage Charges for Foundations for levelling course below apporach slab
5.78
-
3936.26
Providing M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH Excluding steel and its fabrication charges excluding VAT & Seignorage Charges For approach slab
5.78
-
4746.6
Providing concrete for plain/reinforced concrete V.C.C grade M 20 (Design Mix) in Sub structure using 40 to 10 mm size Graded HBG aggregate, including cost, and conveyance of all materials to site and all labour charge mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause1500, 1700 & 2200 MORTH including contractors profit & Over head charges but excluding Seigonarage charges & VAT for side walls of the bridge
10.85
-
4558.63
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 / 40 kg laid dry complete as per drawing and technical specifications Clause 1301 MORD / 2503 MORTH ,including overhead charges and contractors profit but excluding VAT & Seignorage Charges
264.06
-
954.58
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH
55
-
464.32
Supplying, fitting, and placing HYSD bar reinforcement in foundations complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded.- For foundations
6.17
-
53363.83
Supplying, fitting, and placing HYSD bar reinforcement in foundations complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded.- For sub structure
3.2
-
53548.79
Supplying, fitting, and placing HYSD bar reinforcement in foundations complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded.- For super structure
8
-
54865.59
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.
564
-
224.81
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight MORD ,including overhead charges and contractors profit .
18.62
-
71.33
ROAD SAFETY INTERVENTIONS
-
-
-
Providing and fixing of 5 th kilometre stones of size 350x250x1675 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
1
-
3281.41
Providing and fixing of kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size C
6
-
1935.88
Providing and fixing of Hectometre stones of size mm 350x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
28
-
548.2
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Circular plate size 600 mm
10
-
1895.22
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm
16
-
1802.95
Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm
1.8
-
3015.67
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm
3.24
-
1585.07
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
1378
-
702
Construction of Speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete.(WMM)
0.65
-
1763.27
Construction of Speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete.(Prime Coat+Tack Coat)
11.26
-
49.43
Construction of Speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete.(SDBC 25mm)
0.21
-
6506.84
Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,
48
-
316
Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fix vertical post with a spacer of channel section 150 x 75 x 5mm, 330mm long complete as per clause 810 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
24
-
2440.36
Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
72
-
3210
52.Construction of Road from Chinaborabanda R&B road to Parannavalasa in Saluru mandal in Vizianagaram district
-
-
-
ROAD PORTION
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
2160
-
1.85
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
1800
-
68.36
Construction of Granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with 80-100 kN vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work.
492
-
1171.17
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
351
-
1803.79
Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
405
-
246.31
Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.25 m spacing , construction joints, applying debonding strips, primer, sealant, Plasticizer 0.5 per cent by weight of cement as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.00 mts joint spacing)
775.2
-
5031.7
Construction of 5m span 3 vent RCC Slab culvert
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
280.5
-
85.78
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
50.1
-
3208.96
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
356.03
-
4117.66
VRCC concrete M-25grade for Super Structure with 20 mm(SS5) HBG M/c graded metal with a cube strength of 25 N/mm2 at 28 days work test on 150 X 150 X 150 mm cubes and cost and and conveyance of all materials, vibrating, centering, machine mixing, curing hire and operational charges of all T& P but excluding cost and its fabrication charges of steel etc complete as per MoRT&H spcn. No. 1500, 1600 & 1700 as per MOST Drg. No 1-76 to 5- 76A excluding GST and seignorage charges for finished item of work. for Deck Slab
62.4
-
5626.6
Reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1205 MORD and 1500, 1700 & 1211 MORTH, including overhead charges & Contractors profit, but excluding GST and seigniorage etc., complete For Wearing Coat.
39.9
-
4794.98
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC 4kg/cm2 pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.
64
-
202.54
Cost and supply of mastic pads including c/c of all materials and all labour charges etc. complete excluding GST & Seignorage Charges
18
-
546.49
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding VAT etc., complete- For Sub Structures
10
-
54865.59
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges
321.6
-
595.25
Construction of Retaining Wall
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
342
-
85.78
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
68.4
-
3208.96
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
414
-
4117.66
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC 4kg/cm2 pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.
288
-
200.03
ROAD SAFETY INTERVENTIONS
-
-
-
Providing and fixing of kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
1
-
2245.99
Providing and fixing of Hectometre stones of size mm 350x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
5
-
589.34
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Circular plate size 600 mm
6
-
2064.15
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm
18
-
1945.96
Providing and erecting direction and place identification of retro-reflectorised sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm
3.6
-
3188
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm
1.08
-
1720.26
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
258
-
702
Construciton of Speed breaker with rigid pavement with a minimum width of 3.00mts with an parabolic hump of 100mm at centre at school zones etc completed
2.82
-
5031.7
Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,
8
-
316
Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
4
-
3210
Name of work:-Construction of R/F S.M road at 5/8km to Mosuruvalasa (via) Purohitunivalas, Bottadivalasaand Chinaborabanda in Saluru Mandal of Vizianagaram District
-
-
-
ROAD PORTION
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
14040
-
1.85
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
15600
-
68.8
Construction of Granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work.
4760.1
-
1240.78
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
4577.4
-
1880.92
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
29394
-
40.94
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
29394
-
8.7
Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
732.15
-
6643.17
Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
4387.5
-
246.31
1000 mm dia RCC pie culverts 11 Nos
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
483.42
-
88.69
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
126.83
-
3282.05
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
231.11
-
4193.65
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work for 600 mm dia RCC pipes
82.5
-
6832.1
5 M Span RCC Slab Culvert - 2nos
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
466.47
-
88.69
Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.
60.84
-
316
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
81.13
-
3282.05
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
271.39
-
4193.65
Providing plain concrete for M 20 grade (Design Mix) in Superstructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seigniorage Charges ,Cost of Steel etc. complete for finished item of work.-Bed blocks
15.8
-
4985.91
Providing plain concrete for M 25 grade (Design Mix) in Superstructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seigniorage Charges ,Cost of Steel etc. complete for finished item of work. for Deck Slab
44.89
-
5714.29
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded.
5.5
-
55892.17
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.
46
-
227.54
Supplying and fixing bituminous Mastic Pad 25.4mm including cost and conveyance and all labour charges and including contractors profit & over head charges etc. Complete for finished item of work
19.88
-
953
Providing and laying cement concrete wearing course M 30 grade design mix including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH including cost, all labour charges for all operations etc complete but excluding steel and its fabrication charges, GST, Seignorage Charges etc complete for finished item of work
7.88
-
5014.5
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH
32.95
-
595.25
2.0 M Span RCC Slab Culvert - 2no
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
133.32
-
88.69
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
29.62
-
3282.05
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
35.8
-
4193.65
Providing plain concrete for M 20 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seigniorage Charges ,Cost of Steel etc. complete for finished item of work
119.16
-
4830.88
Providing plain concrete for M 20 grade (Design Mix) in Superstructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seigniorage Charges ,Cost of Steel etc. complete for finished item of work.-Bed blocks
7.08
-
4985.91
Providing plain concrete for M 25 grade (Design Mix) in Superstructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seigniorage Charges ,Cost of Steel etc. complete for finished item of work. for Deck Slab
9.36
-
5714.29
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded.
2.4
-
55892.17
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.
100
-
227.54
Supplying and fixing bituminous Mastic Pad 25.4mm including cost and conveyance and all labour charges and including contractors profit & over head charges etc. Complete for finished item of work
7.2
-
953
ROAD SAFETY INTERVENTIONS
-
-
-
Providing and fixing of 5 th kilometre stones of size 350x250x1675 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
1
-
3330.32
Providing and fixing of kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size C
7
-
1969.5
Providing and fixing of Hectometre stones of size mm 350x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
28
-
554.18
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Circular plate size 600 mm
4
-
1910.95
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm
17
-
1818.67
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Facility information signs::Like eating place,resting place,first aid post,toilet,filling station,hospital,public phone,police station. Rectangular of size 800x600 mm
2
-
2094.25
Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm
1.8
-
3036.65
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm
1.08
-
1602.54
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
828
-
702
Construction of Speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. - WMM
8.63
-
1880.92
Construction of Speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete- prime coat+tack coat
98.44
-
49.64
Construction of Speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete - SDBC 25 mm thick layer
2.07
-
6643.17
Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,
64
-
316
Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
56
-
3210
54 Construction of road from Kandulapadam -Sambara Road to D.Velagavalasa in Salur Mandal
-
-
-
Road Portion
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
1980
-
1.82
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
1650
-
68.36
Construction of Granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with 80-100 kN vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work.
451.5
-
1293.54
Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
371.25
-
222.23
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
321.75
-
1932.98
Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.25 m spacing , construction joints, applying debonding strips, primer, sealant, Plasticizer 0.5 per cent by weight of cement as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.00 mts joint spacing)
711.45
-
4966.42
ROAD SAFETY INTERVENTIONS
-
-
-
Providing and fixing of kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
1
-
2003.38
Providing and fixing of Hectometre stones of size mm 350x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
5
-
533.85
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Circular plate size 600 mm
2
-
1950.25
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm
12
-
1832.06
Providing and erecting direction and place identification of retro-reflectorised sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm
3.6
-
3055
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm
1.08
-
1597.21
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
232
-
702
Construciton of Speed breaker with rigid pavement with a minimum width of 3.00mts with an parabolic hump of 100mm at centre at school zones etc completed
2.82
-
4966.42
Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,
8
-
316
Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
8
-
3210
Construction of 1Row 1000 mm dia RCC Pipe Culvert - 2Nos
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
87.9
-
85.78
Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.
10.72
-
466.65
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
23.06
-
3217.26
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
48.02
-
4126.27
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work for 1000 mm dia RCC pipes
15
-
6986.6
55 Construction of road from Kandulapadam to T.Kothavalasa in saluru Mandal.
-
-
-
Road Portion
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
3960
-
1.82
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
4400
-
68.36
Construction of Granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with 80-100 kN vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work.
1418.62
-
1293.54
Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
1237.5
-
245.43
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
1343.04
-
1932.98
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
8394
-
40.75
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
8394
-
8.65
Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
209.85
-
6703.3
ROAD SAFETY INTERVENTIONS
-
-
-
Providing and fixing of kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
2
-
2003.38
Providing and fixing of Hectometre stones of size mm 350x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
7
-
533.85
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Circular plate size 600 mm
6
-
1950.25
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm
15
-
1832.06
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Rectangle of size 800x600 mm
2
-
2133.55
Providing and erecting direction and place identification of retro-reflectorised sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm
1.8
-
3055
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm
1.08
-
1597.21
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
356
-
702
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (WMM)
2.16
-
1932.98
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (Prime Coat+Tack Coat)
37.5
-
49.4
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (SDBC)
0.94
-
6703.3
Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,
8
-
316
Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
24
-
3210
Construction of 1Row 1000 mm dia RCC Pipe Culvert - 3Nos
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
131.85
-
85.78
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
34.59
-
3217.26
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
72.03
-
4126.27
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work for 1000 mm dia RCC pipes
22.5
-
6873.21
Single Vent-2 M span RCC slab culvert - 3 Nos
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
199.98
-
85.78
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
44.43
-
3217.26
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
53.7
-
4126.27
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges forabutments.
219.42
-
4126.27
Providing concrete for reinforced concrete M 25 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Wind walls
10.62
-
5636.54
Providing concrete for reinforced concrete M 25 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Deck slab
14.04
-
5636.54
Supply and fixing of Mastic pads 12.70mm including coat of materials, conveyance, royality, OH&CP taxes, labour T&P etc., complete including overhead charges & Contractors profit but excluding GST and Seignorage Charges
10.8
-
546.49
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding VAT etc., complete- For Sub Structures
3.6
-
54865.59
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC 4kg/cm2 pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.
150
-
200.13
Name of work:-Construction of Road from NH43 at 474/6 to Karadavalasa of Saluru Mandal of Vizianagaram District
-
-
-
ROAD PORTION
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
12960
-
1.86
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
14400
-
68.91
Construction of Granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work.
4393.6
-
1367.02
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
4226.4
-
2022.44
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
27144
-
40.95
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
27144
-
8.71
Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
675.9
-
6797.96
Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
4050
-
223.33
1000 mm dia RCC pie culverts -7 Nos
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
307.65
-
89.42
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
80.71
-
3460.24
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
147.07
-
4378.98
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work for 600 mm dia RCC pipes
52.5
-
6952.84
ROAD SAFETY INTERVENTIONS
-
-
-
Providing and fixing of 5 th kilometre stones of size 350x250x1675 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
1
-
3389.93
Providing and fixing of kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size C
7
-
2010.48
Providing and fixing of Hectometre stones of size mm 350x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
28
-
561.47
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Circular plate size 600 mm
6
-
1930.13
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm
15
-
1837.85
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Facility information signs::Like eating place,resting place,first aid post,toilet,filling station,hospital,public phone,police station. Rectangular of size 800x600 mm
2
-
2113.43
Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm
1.8
-
3062.21
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm
1.08
-
1623.84
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
166
-
702
Construction of Speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. - WMM
2.16
-
2022.44
Construction of Speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. - prime coat+tack coat
37.5
-
49.66
Construction of Speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. - SDBC 25 mm thick layer
0.71
-
6797.96
Construction of speed breaker with Cement concrete pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre in at school zones etc complete.
2.81
-
5308.97
Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,
8
-
316
Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fix vertical post with a spacer of channel section 150 x 75 x 5mm, 330mm long complete as per clause 810 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
4
-
2440.36
Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
8
-
3210
57 Construction of road from Jilleduvalasa via Velagavalasa,Mulakkayavalasa in Saluru Mandal
-
-
-
Road Portion
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
4500
-
1.82
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
5000
-
68.36
Construction of Granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with 80-100 kN vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work.
1600.87
-
1293.54
Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
1406.25
-
245.43
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
1518.54
-
1932.98
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
9519
-
40.88
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
9519
-
8.65
Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
237.98
-
6703.3
ROAD SAFETY INTERVENTIONS
-
-
-
Providing and fixing of kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
2
-
2003.38
Providing and fixing of Hectometre stones of size mm 350x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
7
-
533.85
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Circular plate size 600 mm
6
-
1950.25
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm
15
-
1832.06
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Rectangle of size 800x600 mm
2
-
2133.55
Providing and erecting direction and place identification of retro-reflectorised sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm
1.8
-
3055
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm
1.08
-
1597.21
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
356
-
702
Construciton of Speed breaker with rigid pavement with a minimum width of 3.00mts with an parabolic hump of 100mm at centre at school zones etc completed
2.82
-
4966.42
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (WMM)
2.16
-
1932.98
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (Prime Coat+Tack Coat)
37.5
-
49.53
Construction of speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. (SDBC)
0.94
-
6703.3
Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,
8
-
316
Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
28
-
3210
5m single slab culvert=1no
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
286.5
-
85.78
Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.
37.37
-
466.65
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
49.83
-
3217.26
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
215.02
-
4126.27
Providing concrete for reinforced concrete M 25 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Wind walls
7.9
-
5636.54
Providing concrete for reinforced concrete M 25 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Deck slab
22.73
-
5636.54
Providing and laying cement concrete M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH Excluding steel and its fabrication charges excluding GST & Seignorage Charges for approach slabs
3.94
-
4934.78
Supply and fixing of Mastic pads 12.70mm including coat of materials, conveyance, royality, OH&CP taxes, labour T&P etc., complete including overhead charges & Contractors profit but excluding GST and Seignorage Charges
15.75
-
546.49
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding VAT etc., complete- For Sub Structures
3.2
-
54865.59
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC 4kg/cm2 pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.
38
-
200.13
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH ,including overhead charges & Contractors profit but excluding VAT
35.68
-
534.04
Construction of 1Row 1000 mm dia RCC Pipe Culvert - 6Nos
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
263.7
-
85.78
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
69.18
-
3217.26
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
144.06
-
4126.27
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work for 1000 mm dia RCC pipes
45
-
6873.21
58 Construction of road from Sarika to Sompigam in Saluru Mandal.
-
-
-
Road Portion
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
2700
-
1.86
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including spreading, sectioning, grading compacting with vibratory roller 80-100KN to OMC compaction including to a top width of 7.5m and raising to required height complete etc.as per requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and Seignorage charges etc., complete for finished item of work.
1650
-
68.36
Construction of Granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with 80-100 kN vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work.
613.5
-
1297.18
Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
506.25
-
223.33
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
438.75
-
1945.04
Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.25 m spacing , construction joints, applying debonding strips, primer, sealant, Plasticizer 0.5 per cent by weight of cement as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.00 mts joint spacing)
981.75
-
5222.76
ROAD SAFETY INTERVENTIONS
-
-
-
Providing and fixing of kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
1
-
2364.01
Providing and fixing of Hectometre stones of size mm 350x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
8
-
612.18
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Circular plate size 600 mm
10
-
2119.32
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm
32
-
2001.14
Providing and erecting direction and place identification of retro-reflectorised sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm
3.6
-
3257
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm
1.08
-
1780.67
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
382
-
702
Construciton of Speed breaker with rigid pavement with a minimum width of 3.00mts with an parabolic hump of 100mm at centre at school zones etc completed
2.82
-
5222.76
Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,
8
-
316
Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
16
-
3210
Construction of 1Row 1000 mm dia RCC Pipe Culvert - 2Nos
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
87.9
-
85.78
Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.
10.72
-
499.24
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
23.06
-
3376.55
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
48.02
-
4291.93
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work for 1000 mm dia RCC pipes
15
-
6918.24
Single Vent-2 M span RCC slab culvert - 1 No
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
66.66
-
85.78
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
14.81
-
3376.55
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
17.9
-
4291.93
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges forabutments.
73.14
-
4291.93
Providing concrete for reinforced concrete M 25 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Wind walls
3.54
-
5827.69
Supply and fixing of Mastic pads 12.70mm including coat of materials, conveyance, royality, OH&CP taxes, labour T&P etc., complete including overhead charges & Contractors profit but excluding GST and Seignorage Charges
3.6
-
546.49
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding VAT etc., complete- For Sub Structures
1.2
-
56148.82
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC 4kg/cm2 pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.
50
-
200.03
5m-3V slab culvert 1 no
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
280.5
-
85.78
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
50.1
-
3376.55
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
179.9
-
4291.93
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
176.13
-
4291.93
Providing and laying Reinforced Cement Concrete M 25 Grade (Design Mix) using 20&10 mm Metal (HBG) Mechanically mixed in superstructure as per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5 MORD/ Sections 1500, 1600 &1700 MoRTH, including Contractors Profit & Over head Charges, GST and Seigneroage etc. Complete upto 5m height - for Super Structure (Bed blocks)
9.6
-
5827.69
Providing and laying Reinforced Cement Concrete M 25 Grade (Design Mix) using 20&10 mm Metal (HBG) Mechanically mixed in superstructure as per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5 MORD/ Sections 1500, 1600 &1700 MoRTH, including Contractors Profit & Over head Charges, GST and Seigneroage etc. Complete upto 5m height - for Super Structure (Deck Slab)
52.8
-
5827.69
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH Excluding steel and its fabrication charges excluding GST & Seignorage Charges for wearing course
9.9
-
4934.78
Supply and fixing of Mastic pads 12.70mm including coat of materials, conveyance, royality, OH&CP taxes, labour T&P etc., complete including overhead charges & Contractors profit but excluding GST and Seignorage Charges
18
-
546.49
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding VAT etc., complete- For Sub Structures
10
-
54865.59
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC 4kg/cm2 pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.
64
-
203.35
Providing and laying cement concrete M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH Excluding steel and its fabrication charges excluding GST & Seignorage Charges for approach slabs
30
-
4934.78
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH ,including overhead charges & Contractors profit but excluding VAT
321.6
-
582.71
Name of work:-Construction of road from Mamidipalli-Kandulapadam-Sambara R&B road at 4/4km to Yeragadavalasa Nanda PR road via Kottiparuvu, K. Kothavalasa and Burjavalasa in Saluru Mandal of Vizianagaram District
-
-
-
ROAD PORTION
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work.
8730
-
1.82
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD/305 MORTH including overhead & Contract profit but excluding GST& Seignorage Charges
9700
-
68.36
Construction of Granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work.
3028.48
-
1340.1
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractor profit, but excluding GST and Seignorage charges etc., complete for finished item of work.
2893.28
-
1984.58
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
18331.5
-
40.88
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
18331.5
-
8.65
Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.
455.59
-
6760
Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all over heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work.
2728.13
-
245.43
1000 mm dia RCC pipe culverts 6 Nos
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
263.7
-
85.78
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
69.18
-
3273.06
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
126.06
-
4184.3
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding GST and seigniorage charges for finished item of work for 600 mm dia RCC pipes
45
-
6896.35
5 M Span RCC Slab Culvert at KM 0/880,0/980 (2nos)
-
-
-
Earthwork in excavation for structures in ordinary soils as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing out water etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges
466.47
-
85.78
Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work.
60.84
-
404.46
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size M/C Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days , all incidental charges i.e bailing out water etc complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Leveling Coarse
81.13
-
3273.06
Providing concrete for plain concrete M15 ( Desigen mix) in open foundations using 40, 20 & 10mm size graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations.
271.39
-
4184.3
Providing plain concrete for M 20 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding GST & Seigniorage Charges ,Cost of Steel etc. complete for finished item of work -Bed blocks
15.8
-
4975.19
VRCC concrete M-25grade for Super Structure with 20 mm(SS5) HBG M/c graded metal with a cube strength of 25 N/mm2 at 28 days work test on 150 X 150 X 150 mm cubes and cost and and conveyance of all materials, vibrating, centering, machine mixing, curing hire and operational charges of all T& P but excluding cost and its fabrication charges of steel etc complete as per MoRT&H spcn. No. 1500, 1600 & 1700 as per MOST Drg. No 1-76 to 5- 76A excluding GST and seignorage charges for finished item of work.-Deck slab
44.89
-
5703.5
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH Excluding steel and its fabrication charges excluding VAT & Seignorage Charges
7.88
-
4992.24
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded.
5.5
-
54865.59
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.
45.6
-
225.15
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH
32.95
-
534.04
Supplying and fixing bituminous Mastic Pad 25.4mm including cost and conveyance and all labour charges and including contractors profit & over head charges etc. Complete for finished item of work
19.88
-
953.23
ROAD SAFETY INTERVENTIONS
-
-
-
Providing and fixing of kilometre stones of size 650x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size C
5
-
2002.67
Providing and fixing of Hectometre stones of size mm 350x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
20
-
560.08
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for Circular plate size 600 mm
4
-
1926.47
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for equilateral traiangle of size 600 mm
25
-
1834.19
Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on two nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work for main information board of size 1500 x 1200 mm
1.8
-
3057.34
Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as per MoRD specifications of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701 including cost, conveyance, taxes of all materials required & fixing at site as per approved drawing & direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work of village boards of size 900 x 600 mm
1.08
-
1619.79
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
246.4
-
702
Construction of Speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete. - WMM
2.16
-
1984.58
Construction of Speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete- prime coat+tack coat
37.5
-
49.53
Construction of Speed breaker with flexible pavement with an minimum width of 3.00 with an parabolic hump of 100 mm at centre at school zones etc complete - SDBC 25 mm thick layer
0.71
-
6760
Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,
64
-
316
Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fix vertical post with a spacer of channel section 150 x 75 x 5mm, 330mm long complete as per clause 810 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
80
-
2440.36
Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
28
-
3210
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