Panchayat Raj Engineering Department Tender
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Panchayat Raj Engineering Department Tender
Eprocure
Opening Date29 Mar 2021
Closing Date6 Apr 2021
Tender Amount₹ 4,14,00,356
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Package No.ap20lwe-20, Road From Kuntam Road To Tummiguddi Via Mettaguddi Upto Mandal Boundary In Pachipenta Mandal Of Vizianagaram District.
Description
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Contact
Tender Id
2021_ENCPR_108483_1Bid Award Id
ViewTender No
NIT No.654/2020-21, Dt.23.03.2021 of ENC PR VJA.Tender Authority
Panchayat Raj Engineering Department ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
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 breaking clods, ramming, spreading, sectioning, grading compacting with vibratory roller 80-100 KN to OMC compaction including to a top width of 7.50 m 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 seigniorage etc., complete.
14388
-
75.2
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MoRD / 301 MoRTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
14931.75
-
77.93
Scarifying existing granular surface to a depth of 50 mm and spreading scarified material in uniform layers with Tractor grader and compacting with Vibratory Roller to achieve the desired density as per Technical Specification Clause 301.4. MoRD, including contractors profit & Over head charges, but excluding GST etc., complete.
14932
-
24.1
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all lifts and lead beyond 100 m & upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 MoRD / 301 MoRTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
2400
-
130.31
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MoRD / 301 MoRTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
695
-
422.74
Construction of granular sub-base by providing well graded material / close graded material (9.5 mm to 4.75 mm HBG Metal @ 66% 2.36 mm HBG Metal and below 34%) and spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacted at OMC with vibratory roller 80-100 KN to achieve the desired density, complete as per Technical Specification Clause 400.1 MoRD including overhead charges & Contractor profit but excluding GST and seigniorage charges etc., Complete for Granular Sub Base
3820.4
-
1933
Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 KN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 & 407 MoRD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
3628.12
-
317.6
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, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
3770.4
-
2637.4
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 contractors profit & Over head charges, but excluding GST etc., complete for Prime Coat
22648.5
-
42.4
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 contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat
22648.5
-
10
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates (Table 500.13) either using penetration grade bitumen 60/70 grade at the rate of 14.6 Kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a Hot Mix plant of 30-40 TPH, laying and rolling with a three wheel 0-100 KN static roller capacity, paver finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C including cost and conveyance of all materials from approved sources, labour charges and hire and operational charges of power road roller and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per clause 506 MoRD' 2014 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete using HMP
22648.5
-
146.8
Providing and laying bituminous premixed seal coat (Type C) comprising of stone chipping of grading as defined in table 500.16 of MoST with Crushed stone chips of 6.7 mm size 100% passing through 9.5 mm seive and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm, chips to be premixed by mechanical means .with the bitumunous binder using 6.50 Kgs of bitumen VG 30 grade for 10 sqm and rolling with power roller including of required line, level, grade to serve as wearing course on previously prepared surface and finishing to required level and grades including cost and conveyance of all materials from approved sources and stacking at site to departmental gauge for premeasurements, labour charges and hire and operational charges of power road roller 8 to 10 tonnes capacity and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per technical specification clause 508 of MoRD' 2014 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for seal coat. By Mechanical Means
22648.5
-
46.9
Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum size of coarse agregate not exceeding 25 mm and cement content in the mix to be 350 Kg /cum (Ordinary portland cement) with minimum water cement ratio of 0.45, mixed in a concrete mixer and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron 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 and construction joints, applying debonding strips, primer bitumenous sealant, admixers as adopted, curing of concrete slabs for 14 - days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.22 MoRD including cost of materials, labour charges, conveyance, hire charges of machinaries etc complete as per direction of Engineer in charge for CC pavement inlcuding contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For 170 mm thick with 3.25 m joint spacing.
340
-
6392.7
Road Furniture
-
-
-
Printing and lettering for blank spaces on the lower plate will be written as required and paid separately. for 5th KM Stone
1
-
3591.9
Printing and lettering for blank spaces on the lower plate will be written as required and paid separately. for Ordinary KM Stone
6
-
2123.5
Printing and lettering for blank spaces on the lower plate will be written as required and paid separately. for 200 M Stone
28
-
584.1
Providing & fixing of typical PMGSY informatory sign board with LOGO as per MoRD secifications and drawing. Three Alluminium Composite Material as per Drawings, top and middle plate duly welded with MS flat iron 25 mm x 5 mm size on black on edges. The lower plate will be welded with MS angle iron frame of lower most plate and flate iron frame of middle plate will be welded to 2 Nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450 mm x 450 mm x 600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm of 12 SWG sheet plate tube. All MS will be stove enmeled on both sides. Lettering and paining of superior quality in required shede and colour. All sections of framed posts and sheet tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 if MoRD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
1
-
10421.1
Providing and fixing of Maintenance information board as per IRC:67 made of type Retro reflective sheeting vide Clause 1701.2.3 MoRD / 801.3 MoRTH fixed over Alluminium Composite Material of 4mm thickness and size of 900 x 1500 mm on a frame made up of 25 X 25 X 6 mm thick MS angles and 25 x 5 mm MS Flats and welded to welded MS flat Iron plates 50 x 5 mm size on back and welded to 75 mm x 75 mm x6mm MS hallow squar tube frame of height 3.00 m as per the drawing and painted with ready mixed synthetic enamel paint of superior quality in required shade and colour, lettering, colour,band, diagrams, specifications etc., complete as per MoRD specifications.The 75 mm dia steel tubes welded with 50 x 50 x 6 mm angle iron hold fasts of 225 mm long at bottom and painted with primer and two coats of epoxy paint and embedded in to cement concrete M15 grade of size 600 x 600 x 750 mm, 600 mm below ground level as per MoRD specifications clause 1701 including over head charges & contractors profit but excluding GST & Seigniorage charges etc., complete.
1
-
13391.3
Providing and fixing of Citizen information board as per MoRD specifications and drawings. The board will be a composite unit consisting of 2 MS plates of 1.6 mm (16 SWG) thickness and size of 900 x 750 mm welded over welded MS Flat iron plates 50 x 5 mm size on back and welded to 75 mm 3.65 mm thick (B class) steel tube frame of height 3.05 m as per the drawing and painted colour, lettering, colour, band, diagrams, specifications. the 75 mm dia steel tubes welded with 50 x 50 x 6 mm angle iron hold fasts of 225 mm long at bottom and painted with primer and two coats of epoxy paint and embedded in to cement concrete M15 grade of size 600 x 600 x 750 mm, 600 mm below ground level as per MoRD specifications clause 1701 including over head charges & contractors profit, etc., complete
1
-
13328.9
Providing & fixing of typical PMGSY informatory sign board with LOGO as per MoRD secifications and drawing. Three Alluminium Composite Material, top and Bottom plate duly Revited with MS flat iron 25 mm x 5 mm size on black on edges. The lower plate will be welded with MS angle iron frame of lower most plate and flate iron frame of middle plate will be welded to 1 No. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450 mm x 450 mm x 600 mm, 600 mm below ground level. The top most diamond plate and Bottom Plate will be made with 25 mm X 25 mm X 5 mm MS Angles and welded MS tube tube. All MS painted Epoxy on Both sides. Lettering and paining of superior quality in required shede and colour. All sections of framed posts and sheet tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 if MoRD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
4
-
3114.21
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 3 Nos. mounted on singla pole of 100 x 100 x 6 mm MS angle 5.00 Mts long and 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 100 mm x 100 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450 mm x 450 mm x 900 mm, 900 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.
30
-
4158.15
Providing and erecting direction and place identification retro-refectorised sign as per IRC:67 made of encapsulated lens type refective type sheeting vide clause 1701.2.3 MoRD fixed over aluiminium sheeting, 2 mm thick with area not exceeding 0.90 sqm supported on mild steel iron posts 75 x 75 x 6 mm firmly fixed to ground by means of propoerly designed foundation with M15 grade cement concrete 450 x 450 x 600 mm, 600 mm below groubd 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.
5
-
2704.99
Construction of 1000 mm dia Pipe culverts -13Nos
-
-
-
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 etc., complete- For Foundations
492.47
-
94.1
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), 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 contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete For levelling course
65.23
-
4533.4
Plain cement concrete M 15 grade using 40, 20 & 10 mm 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- for Head walls of pipe culverts & footings of slab culverts
255.09
-
4896.7
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 1101.6 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - 1000mm dia RCC NP3 Pipes - For Pipe Culverts
82.5
-
6995.1
Construction of 1000mm dia-2 Row RCC Pipe culverts -4Nos
-
-
-
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 etc., complete- For Foundations
325.23
-
94.1
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), 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 contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete For levelling course
29.22
-
4533.4
Plain cement concrete M 15 grade using 40, 20 & 10 mm 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- for Head walls of pipe culverts & footings of slab culverts
144.81
-
4896.7
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 1101.6 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - 1000mm dia RCC NP3 Pipes - For Pipe Culverts
45
-
6995.1
Construction of 3.0m span(2.0m Height) slab culvert at 3/700, 4/740 and 5/040Km -3Nos
-
-
-
Earthwork in excabut excluding GSTion 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 excabut excluding GSTed suitable material as per Technical Specification 305 MoRD / 304 MoRTH ,including contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete- For Foundations
330.64
-
94.1
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), 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 contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete For levelling course
108.23
-
4533.4
Plain cement concrete M 15 grade using 40, 20 & 10 mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MoRD and 1500, 1700 & 2200 MoRTH ,including contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete- For Footings
151.08
-
4896.7
Plain cement concrete M 15 grade using 40, 20 & 10 mm metal (HBG) 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 contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete- for Abutments
278.58
-
5179.2
Reinforced cement concrete M25 grade (Design Mix) using 20 & 10 mm metal (HBG) 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 contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete (upto 5m height) for Bed Blocks.
11.25
-
6642.1
Providing and laying reinforced cement concrete M25 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, but excluding GST and Seigneorage etc., complete upto 5 m height. - For Super Structure (Deck slab)
27.45
-
7245.9
Providing and laying reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 800, 900 and 1401 MORD ,including form work, overhead charges & Contractors profit, VAT and seigniorage charges etc., complete upto 5m height. - For wearing coat
6.75
-
6292.4
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 including contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete
129.6
-
191
Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc., complete
39.6
-
943.9
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 contractors profit & Over head charges, but excluding GST etc., complete - For Sub Structures i.e bed blocks
1.5
-
47832.6
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 contractors profit & Over head charges, but excluding GST etc., complete - For Super Structures for deck slab
6
-
49269.2
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 contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
49.34
-
679.5
Construction of 6.0m span(2.0m Height) slab culvert at 0/250Km
-
-
-
Earthwork in excabut excluding GSTion 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 excabut excluding GSTed suitable material as per Technical Specification 305 MoRD / 304 MoRTH ,including contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete- For Foundations
308.72
-
94.1
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), 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 contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete For levelling course
53.7
-
4533.4
Plain cement concrete M 15 grade using 40, 20 & 10 mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MoRD and 1500, 1700 & 2200 MoRTH ,including contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete- For Footings
64.49
-
4896.7
Plain cement concrete M 15 grade using 40, 20 & 10 mm metal (HBG) 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 contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete- for Abutments
150.88
-
5179.2
Reinforced cement concrete M25 grade (Design Mix) using 20 & 10 mm metal (HBG) 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 contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete (upto 5m height) for Bed Blocks.
7.9
-
6642.1
Providing and laying reinforced cement concrete M25 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, but excluding GST and Seigneorage etc., complete upto 5 m height. - For Super Structure (Deck slab)
29.01
-
7245.9
Providing and laying reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 800, 900 and 1401 MORD ,including form work, overhead charges & Contractors profit, VAT and seigniorage charges etc., complete upto 5m height. - For wearing coat
4.5
-
6292.4
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 including contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete
45.6
-
191
Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc., complete
15.75
-
943.9
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 contractors profit & Over head charges, but excluding GST etc., complete - For Super Structures
1
-
47832.6
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 contractors profit & Over head charges, but excluding GST etc., complete - For Super Structures
3
-
49269.2
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 contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
35.68
-
679.5
Construction of 6.0 m span slab culvert( H=4.0m height) at 3/250 & 3/350 Km
-
-
-
Earthwork in excabut excluding GSTion 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 excabut excluding GSTed suitable material as per Technical Specification 305 MoRD / 304 MoRTH ,including contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete- For Foundations
382.85
-
94.1
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate (HBG), 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 contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete For levelling course
69.51
-
4533.4
Plain cement concrete M 15 grade using 40, 20 & 10 mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MoRD and 1500, 1700 & 2200 MoRTH ,including contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete- For Footings
135.67
-
4896.7
Plain cement concrete M 15 grade using 40, 20 & 10 mm metal (HBG) 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 contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete- for Abutments
254.39
-
5179.2
Reinforced cement concrete M25 grade (Design Mix) using 20 & 10 mm metal (HBG) 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 contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete (upto 5m height) for Bed Blocks.
7.65
-
6642.1
Providing and laying reinforced cement concrete M25 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, but excluding GST and Seigneorage etc., complete upto 5 m height. - For Super Structure (Deck slab)
28.69
-
7245.9
Providing and laying reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 800, 900 and 1401 MORD ,including form work, overhead charges & Contractors profit, VAT and seigniorage charges etc., complete upto 5m height. - For wearing coat
4.5
-
6292.4
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 including contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete
45.6
-
191
Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc., complete
15.75
-
943.9
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 contractors profit & Over head charges, but excluding GST etc., complete - For Super Structures
0.75
-
47832.6
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 contractors profit & Over head charges, but excluding GST etc., complete - For Super Structures
3
-
49269.2
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 contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
35.68
-
679.5
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