Panchayat Raj Engineering Department Tender
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Panchayat Raj Engineering Department Tender
Eprocure
Opening Date17 Oct 2019
Closing Date16 Nov 2019
Tender Amount₹ 8,61,89,387
Costs
EMD
₹ 17,24,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Package No.ap20lwe10 (consists Of One Work In Saluru Mandal Of Vizianagaram District.)
Description
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Contact
Tender Id
2019_ENCPR_82958_1Bid Award Id
ViewTender No
59/2019-20, Dt.24.09.2019 of ENC PR PMGSY VJATender 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 graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 , 301.7 MORD/ 305 MORTH including overhead & Contract profit, but excluding GST and seigiorage charges etc., complete for Widening of Embankment
40908.82
-
75.6
Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with all lifts and leads upto 1000 m as per Technical Specification Clause 302.3.5 MORD including contractors profit & Over head charges, but excluding GST & Seigniorage etc.
27272.54
-
158.5
Construction of granular sub-base by providing well graded material (Table 400.1-A) with Grading III Material(HBG M/C +Stone dust) CBR Value not less than 20 and PI Value less than 6 spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including contractors profit & Over head charges, but excluding GST and Seigneorage etc. complete.
6596.76
-
2219.9
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 contractors profit & Over head charges, but excluding GST and Seigneorage etc., complete
6147
-
3068
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.
40136.25
-
42
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.
40136.25
-
9.3
Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates as per Table 500.11 of MORD using viscous grade VG30 bitumen to required line, grade and levle to serve as wearing course on a previously prepared base, in cluding mixing in a suitable Hot mix plant ( By mechanical means), laying nad rolling wiht a three wheel 8-10KN static roller and finishing to required level and grades as per Technical Specification clause 507 MORD, including contractors profit & Over head charges, but excluding GST and Seignorage etc., Completed.
40136.25
-
170
Construction of Shoulders by providing selected earth having 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 achieve the desired density, complete as per Technical Specification Clause 407 MORD and clause 305 & 305.4.4 MORTH including contractors profit & Over head charges, but excluding GST and Seignorage etc. complete.
6057.33
-
516.3
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.
286.88
-
6174.1
Road Furniture
-
-
-
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for Ordinary KM Stone
11
-
2049
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 200M Stone
44
-
580.6
Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mmx5mm 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 75mmx75mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmx47mm 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
4
-
9696.8
Providing and erecting direction and place identifications of semi reflective sign boards up to 0.9 sqm size board as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. supported and welded on 47 mm x 47 mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD including contractors profit & Over head charges, but excluding GST and Seignorage up to 0.9 sqm size board
38
-
2237.2
Providing and fixing of semi-reflective cautionery, mandatory and informatory boards as per IRC:67 made of 1.5mm thick MS sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 65mm width and required letters and figures with reflective engineering grade tape as per clause 1701.3.8 of MORD for rural roads specification of required shade and colour supported and welded on 47x47mm of 12 SWG square tube of 3050mm height duly strenthened by 25x5mm MS flat iron on edges on back firmly fixed to ground by means of properly designed foundations with M-15 grade CC 450x450x600 mm , 600mm below ground level as per approved drawings and technical specification Clause 1701.2.2 of MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete with 600X 600 mm size MS sheet
54
-
1722.6
Construction of 2Vent 6.0mts Span Slab Culvet at 5/500Kms
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, 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 overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for foundations.
420
-
94.2
Providing plain cement 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, but excluding GST and Seignorage charges for foundaton concrete Below low water level
37.93
-
4362.5
Providing concrete for Plain cement concrete M 15 grade in open foundations using 40 mm,20mm & 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 Below low water level. for foundation footings of Abutments, Piers and Wing walls below Bed Level
351.74
-
4648.2
Providing concrete for Plain cement concrete M 15 grade in open foundations using 40 mm,20mm & 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 Above low water level. for Abutments, Piers and wing walls Superstructure above Bed Level
257.72
-
4916.4
Plain 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 but excluding GST upto 5 m height. for Bed blocks
5.61
-
6456.4
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 but excluding GST upto 5 m height. for Deck slab
48.96
-
7043.4
Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10 mm metal mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH, including overhead charges & Contractors profit but excluding cost of steel and GST. for Wearing coat
7.65
-
6133.2
Supply and fixing of mastic pads 25.40 mm including cost of materials, conveyance, labour, T&P etc complete as per the direction of Engineer-in-charge including overhead charges & Contractors profit but excluding cost of steel and GST.
10.8
-
943.9
Supplying, fitting, and placing HYSD bar reinforcement in substructure 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.
3
-
55888.9
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 overhead charges & Contractors profit but excluding GST.
7.5
-
57262.5
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 including cost of materials, conveyance, labour, T&P etc complete as per the direction of Engineer-in-charge (RBR-SPST-9).excluding GST
60
-
341.9
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 cost of materials, conveyance, labour, T&P etc complete as per the direction of Engineer-in-charge (RBR-SBST-11).excluding GST and Seignorage charges
54
-
938.9
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm as per Tech Specification 800 MORTH including cost of materials, conveyance, labour, T&P etc complete as per the direction of Engineer-in-charge (RBR-SPST-26).excluding GST
200
-
123.8
Construction of 1 Vent 5.00 mts Span Slab Culvert at 2/300 Kms.
-
-
-
Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including settling out construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in tranches with excavated suitable material as per clause 300 (1) of MORD excluding GST and Seignorage charges
198
-
94.2
Providing cement concrete of M10 grade design mix using minimum cement content of 250 kg/cum (Portland slag cement confirming to IS 455-1989) at maximum water cement ratio of 0.5 with 20mm and down graded size hard granite stone agregate in foundations upto a depth of 1.50mts below ground level and upto a height of 1.5mts above GL/ Bed level as per clause 802,803, 1202 and 1203 of technical specification of MoRD including all cost of materials and conveyance, labour, T& P etc required for the work complete as per the direction of the Engineer-in-charge for OPEN FOUNDATIONS (RBR-FNDN-4). excluding GST and Seignorage charges
77.85
-
4362.5
Providing cement concrete of M15 grade design mix using minimum cement content of 250 kg/cum (Portland slag cement confirming to IS 455-1989) at maximum water cement ratio of 0.5 with 20 mm and down graded size hard granite stone agregate in foundations upto a depth of 1.50mts below ground level and upto a height of 1.5 mts above GL/ Bed level as per clause 802,803, 1202 and 1203 of technical specification of MoRD including all cost of materials and conveyance, labour, T& P etc required for the work complete as per the direction of the Engineer-in-charge for OPEN FOUNDATIONS (RBR-FNDN-4).excluding GST and Seignorage charges
97.8
-
4648.2
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 Seignorage -
324.41
-
4916.4
Providing and laying reinforced cement concrete M25grade (Design Mix) using minimum cement content of 325kg / cum (Portland slag cement confirming to IS 455 – 1989) at maximum water cement ratio of 0.45 using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH ,including all cost of materials and conveyance, royalty, taxes, labour charges etc complete upto 5m height. For Deck slab excluding GST and Seignorage charges for Bed Blocks.
1.2
-
6456.4
Providing and laying reinforced cement concrete M25grade (Design Mix) using minimum cement content of 325kg / cum (Portland slag cement confirming to IS 455 – 1989) at maximum water cement ratio of 0.45 using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH ,including all cost of materials and conveyance, royalty, taxes, labour charges etc complete upto 5m height. For Deck slab excluding GST and Seignorage charges
18.71
-
7043.4
Providing and laying cement concrete wearing course M30 grade (Design Mix) using minimum cement content of 325kg / cum (Portland slag cement confirming to IS 455 – 1989) at maximum water cement ratio of 0.45 excluding reinforcement using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH ,including all cost of materials and conveyance, labour charges etc complete. excluding GST and Seignorage charges
3.26
-
6133.2
Supplying, fitting, and placing HYSD bar reinforcement ( Fe - 500 ) grad TMT coated with cement slurry in sub structure complete as per drawing and technical specifications Clauses 1000 and 1202 MORD / 1100, 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including cost of materials, conveyance, labour charges etc., complete. excluding GST and Seignorage charges
2
-
57262.5
Cost and supply of mastic pads including cost and conveyance of all materials ansd all labour charges etc., complete excluding GST
5.7
-
541.2
Cost and supply of weep holes 100 mm dia AC pipes including cost and conveyance of all materials and all labour charges etc., complete, excluding GST
43.2
-
341.9
Construction of 1 Vent 4.00 mts Span Slab Culvert at 2/280, 5/350 Kms -2 Nos.
-
-
-
Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including settling out construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in tranches with excavated suitable material as per clause 300 (1) of MORD excluding GST and Seignorage charges
252
-
94.2
Providing cement concrete of M10 grade design mix using minimum cement content of 250 kg/cum (Portland slag cement confirming to IS 455-1989) at maximum water cement ratio of 0.5 with 20mm and down graded size hard granite stone agregate in foundations upto a depth of 1.50mts below ground level and upto a height of 1.5 mts above GL/ Bed level as per clause 802,803, 1202 and 1203 of technical specification of MoRD including all cost of materials and conveyance, labour, T& P etc required for the work complete as per the direction of the Engineer-in-charge for OPEN FOUNDATIONS (RBR-FNDN-4).excluding GST and Seignorage charges
64.48
-
4362.5
Providing cement concrete of M15 grade design mix using minimum cement content of 250 kg/cum (Portland slag cement confirming to IS 455-1989) at maximum water cement ratio of 0.5 with 20mm and down graded size hard granite stone agregate in foundations upto a depth of 1.50mts below ground level and upto a height of 1.5mts above GL/ Bed level as per clause 802,803, 1202 and 1203 of technical specification of MoRD including all cost of materials and conveyance, royalty, T& P etc required for the work complete as per the direction of the Engineer-in-charge for OPEN FOUNDATIONS (RBR-FNDN-4).excluding GST and Seignorage charges
168
-
4648.2
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 Seignorage -
332.02
-
4916.4
Providing and laying reinforced cement concrete M25 grade (Design Mix) using minimum cement content of 325kg / cum (Portland slag cement confirming to IS 455 – 1989) at maximum water cement ratio of 0.45 using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH ,including all cost of materials and conveyance, labour charges etc complete upto 5m height. For Deck slab excluding GST and Seignorage charges for Bed Blocks
2.4
-
6456.4
Providing and laying reinforced cement concrete M25 grade (Design Mix) using minimum cement content of 325kg / cum (Portland slag cement confirming to IS 455 – 1989) at maximum water cement ratio of 0.45 using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH ,including all cost of materials and conveyance, labour charges etc complete upto 5m height. For Deck slab excluding GST and Seignorage charges for Deck Slab
26.64
-
7043.4
Providing and laying cement concrete wearing course M30 grade (Design Mix) using minimum cement content of 325kg / cum (Portland slag cement confirming to IS 455 – 1989) at maximum water cement ratio of 0.45 excluding reinforcement using 20 & 10mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH ,including all cost of materials and conveyance, labour charges etc complete.excluding GST and Seignorage charges
6.08
-
6133.2
Supplying, fitting, and placing HYSD bar reinforcement ( Fe - 500 ) grad TMT coated with cement slurry in sub structure complete as per drawing and technical specifications Clauses 1000 and 1202 MORD / 1100, 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including cost of materials, conveyance, labour charges etc., complete.excluding GST and Seignorage charges
3
-
57262.5
Cost and supply of mastic pads including cost and conveyance of all materials ansd all labour charges etc., completeexcluding GST
11.4
-
541.2
Cost and supply of weep holes 100 mm dia AC pipes including cost and conveyance of all materials and all labour charges etc., completeexcluding GST
86.4
-
341.9
Construction of 1 Vent 1000 mm dia Pipe Culverts 28 Nos.
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, 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 overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for foundations.
1177.68
-
94.2
Filling in foundation trenches with Sand 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 foundations.
175.28
-
1204.8
Providing 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 but excluding GST and seigniorage charges etc., complete for foundations.
164.64
-
4362.5
Providing Plain cement concrete M 15 grade using 40, 20 & 10 mm hard broken granite metal mechanically mixed placed in foundation and compacted by vibration including curing for 14 days 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 but excluding GST and seigniorage charges etc., complete for head walls and parapet.
899.92
-
4648.2
Providing and laying RCC pipe NP3 class ( as per design )for culverts on prepared bedding (PCC - M 10 ) but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets as per clause 1106 and as per cluase 1100 of MORD including overhead charges & Contractors profit but excluding GST and seignorage charges etc., complete for laying of pipes.
210
-
7392
Construction of 2 Vent 1000 mm dia Pipe Culverts - 5 Nos.
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, 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 overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for foundations.
216.7
-
94.2
Filling in foundation trenches with Sand 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 foundations.
36.1
-
1204.8
Providing 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 but excluding GST and seigniorage charges etc., complete for foundations.
44.2
-
4362.5
Providing Plain cement concrete M 15 grade using 40, 20 & 10 mm hard broken granite metal mechanically mixed placed in foundation and compacted by vibration including curing for 14 days 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 but excluding GST and seigniorage charges etc., complete for head walls and parapet.
163.35
-
4648.2
Providing and laying RCC pipe NP3 class ( as per design )for culverts on prepared bedding (PCC - M 10 ) but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets as per clause 1106 and as per cluase 1100 of MORD including overhead charges & Contractors profit but excluding GST and seignorage charges etc., complete for laying of pipes.
75
-
7392
Construction of 3 Vent 1000 mm dia Pipe Culverts - 4 Nos.
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, 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 overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for foundations.
357.2
-
94.2
Filling in foundation trenches with Sand 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 foundations.
52.08
-
1204.8
Providing 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 but excluding GST and seigniorage charges etc., complete for foundations.
50.48
-
4362.5
Providing Plain cement concrete M 15 grade using 40, 20 & 10 mm hard broken granite metal mechanically mixed placed in foundation and compacted by vibration including curing for 14 days 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 but excluding GST and seigniorage charges etc., complete for head walls and parapet.
424.76
-
4648.2
Providing and laying RCC pipe NP3 class ( as per design )for culverts on prepared bedding (PCC - M 10 ) but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets as per clause 1106 and as per cluase 1100 of MORD including overhead charges & Contractors profit but excluding GST and seignorage charges etc., complete for laying of pipes.
90
-
7392
Construction of Protection Wall
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, 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 overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for foundations.
156
-
94.2
Providing 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 but excluding GST and seigniorage charges etc., complete for foundations.
39
-
4362.5
Providing Plain cement concrete M 15 grade using 40, 20 & 10 mm hard broken granite metal mechanically mixed placed in foundation and compacted by vibration including curing for 14 days 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, but excluding GST and seigniorage charges etc., complete for walls
230
-
4916.4
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 overhead charges & Contractors profit, but excluding GST and Seignorage charges
100
-
183.3
Construction of CC Drain 200 Mts.
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, 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 overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for foundations.
162
-
94.2
Providing 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 but excluding GST and seigniorage charges etc., complete for foundations.
54
-
4362.5
Providing Plain cement concrete M 15 grade using 40, 20 & 10 mm hard broken granite metal mechanically mixed placed in foundation and compacted by vibration including curing for 14 days 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 but excluding GST and seigniorage charges etc., complete for head walls and parapet.
81
-
4648.2
Construction of CC Drain Along the Road side
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, 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 overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for foundations.
10176
-
94.2
Providing dry stone revertment using useful rock obtained from blasting at site 225 mm thick 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 Seignorage etc. complete. - For Protection Work
6360
-
1052.1
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