National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date2 Sep 2022
Closing Date7 Oct 2022
Tender Amount₹ 5,37,70,000
Costs
EMD
₹ 2,80,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HWAY_249696_1Bid Award Id
ViewTender No
TN.No.05 2022-23 SDO Dt.30.08.2022-1Tender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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Construction of Granular Sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification for grading-V Material for Approach Road.
111.2
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Providing and laying, spreading and compacting graded stone aggregates to Wet mix macadam 250mm thick specification including premixing the materials with water at OMC in Mechanical mix plant conveyance of mixed material by tipper to site laying, in uniform layers using pavers in Sub base course on well prepared surface and compacting with Vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 406 of MORTH Rev-5 for Approach Road.
185.3
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Providing and laying Prime Coat over WMM surface using 7 Kgs of Emulsion Bitumen (SS I) for 10sqm for preparatory to another Bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 for Approach Road.
741
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Providing and laying Tack Coat over WMM surface (treated with primer) using 2.5kgs Bitumen Emulsion (RS I) for preparatory to another Bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 for Approach Road.
741
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Providing and laying 50mm thick Consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20mm 0.430cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below IRC metal with 37 kg of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site including heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 tones capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10t Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t, CMP with bitumen boiler, tipper trucks, paver finisher/ 9m paver finisher, Vibratory roller and all other Tools and plants required, including fuel and all other and incidental charges etc., complete as per Specification using CMP as per clause 504 of MORTH rev-5 for Approach Road.
37.1
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Providing and laying Bituminous concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50 - 2.36mm and 0.26 cum of 2.36mm and below with 50.30 kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonnes capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10t Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t, CMP with bitumen boiler, tipper trucks, paver finisher/ 9m paver finisher, Vibratory roller and all other Tools and plants required, including fuel and all other and incidental charges etc., complete as per Specification using CMP as per clause 507 of MORTH rev-5 for Approach Road.
22.3
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Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for DRESSING THE BED UPTO SILL LEVEL.
432.7
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Earthwork excavation in all classes of soils and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENT AND PIERS as per section 300 of MORT&H Specifications (Fifth Revision).
1128
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Earthwork excavation in rock (Soft Disintegrated rock) not requiring blasting and depositing on bank with all leads and lifts, including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENT AND PIERS as per section 300 of MORT&H Specifications (Fifth Revision).
716
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Plain Cement Concrete of grade M10 (Nominal Mix) using 40mm size ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cpotable water, labour charges for mixing, transporting, laying, compatcing, curing concrete, working at depths, tools and plants and all other incidental charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specifications, for LEVELLING COURSE BELOW FOOTING UNDER ABUTMENTS AND PIERS, PCC RETAINING WALL AND RCC RETAINING WALL as per section 2100 of MORT&H Specifications (Fifth Revision).
114
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Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying, curing concrete, working at depths, hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTING UNDER ABUTMENTS AND RETURN WALLS as per section 2100, 1500 & 1700 of MORT&H Specifications (Fifth Revision).
181
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Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying, curing concrete, working at depths, hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTING UNDER PIERS as per section 2100, 1500 & 1700 of MORT&H Specifications (Fifth Revision).
146
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Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for ABUTMENT AND RETURN WALL SUBSTRUCTURE. (Below Sill level) as per section 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision).
51
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Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., for ABUTMENT AND RETURN WALL SUBSTRUCTURE. (Above Sill level) as per section 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision).
138.4
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Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants including all other incidental charges etc., complete for BED BLOCK CUM DIRT WALL OVER ABUTMENTS as per section 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision).
15
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Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants including all other incidental charges etc., complete for PIERS - 1800 mm dia. (Below Sill level) as per section 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision).
29.8
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Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants including all other incidental charges etc., complete for PIERS - 1800 mm dia. (Above Sill level) as per section 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision).
24.7
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Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants including all other incidental charges etc., complete for CAPPING BEAMS OVER PIERS as per section 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision).
47.5
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Providing and fixing of Elastomeric bearing of size 400 x 300 x 80mm including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete as per standard specifications.
230400
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Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specifications, for T-BEAMS AND CROSS BEAMS as per section 1500, 1700 & 2300 of MORT&H Specifications (Fifth Revision).
121
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Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specifications, for DECK SLAB, KERBS AND SAFETY KERBS as per section 1500, 1700 & 2300 of MORT&H Specifications (Fifth Revision).
206
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Vibrated Reinforced Cement Concrete of grade M-40, [Design Mix] using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specifications, for CRASH BARRIER OVER DECK SLAB as per section 811, 1700 & 2703.3 of MORT&H Specifications (Fifth Revision).
41.5
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Providing and fixing of GI drainage spouts 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing including cost and conveyance of Galvanised Iron pipes and flats and fixing them in position etc, complete as per section 2705 of MORT&H specifications (Fifth Revision).
24
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Vibrated Plain Cement Concrete of grade M15 (Nominal Mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, including cost of form work, labour charges for mixing, transporting, laying, and curing concrete, potable water, tools and plants, and incidental charges, etc., complete as per relevant standard specification for PARAPET OVER RETURN WALLS as per section 1500 & 1700 of MORT&H Specifications (Fifth Revision).
8
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Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specification for Road and Bridge Works Published by Ministry of Surface Transport (Roads Wing) in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly, including cost and conveyance of all materials, cost of testing as per the MORT&H specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per section 2600 of MORT&H specifications (Fifth Revision).
49.75
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Vibrated Plain Cement Concrete of grade M15 (Nominal Mix), using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including all labour charges for mixing, transporting, laying, and curing concrete, working at heights, and hire charges for tools and plants, andwith all leads for potable water including all other incidental charges, formwork etc., complete for BASE COURSE BELOW APPROACH SLAB & RAMP AND APPROACH RAMP as per section 1500, 1700 & 2704 of MORT&H Specifications (Fifth Revision).
14
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Vibrated Reinforced cement concrete of grade M30 (design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work, labour charges for mixing, transporting, laying, curing concrete, potable water, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for Approach Slab as per section 1500, 1700 & 2704 of MORT&H Specifications (Fifth Revision).
19
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Vibrated Cement Concrete of grade M30 (Design mix) 75mm uniform thick with surface reinforcement using 20mm ISS HBG graded metal, including cost and conveyance of all materials to worksite including cement at site including all labour charges for mixing concrete, laying, hire charges for tools and plants, compacting, curing with all leads for potable water, including all other incidental charges, formwork, etc., complete for wearing coat over deck slab and approach slab as per Cl. 2702.2 of MORT&H Specifications (Fifth Revision).
550
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Providing and fixing Class I PVC seepage pipes of 100mm dia of required lengths for abutments and return walls including cost and conveyance of all materials to work site and labour charges for fixing, etc., complete to drain from the backfill as per section 2706 of MORT&H specifications (Fifth Revision) IN THE ABUTMENTS, WINGS FOR BRIDGE, PCC RETAINING WALL AND RCC RETAINING WALL.
623.8
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Providing FILTER MEDIA behind abutments and Return walls for 600mm thickness using filter material well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site, including all labours and other incidental charges etc., complete as per Cl.710.1.4 & Appendix-6 of IRC 78-2014.
124
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Filling behind Abutments and Return walls with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete as per Cl.710.1.4 & Appendix-6 of IRC 78-2014 and section 305.
287
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Supply and fabrication of Fe-500D grade Steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete for bridge and RCC Retaining walls as per section 1600 of MORT&H Specifications (Fifth Revision).
138.32
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Supply and fabrication of Fe-240 grade steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete as per section 1600 of MORT&H Specifications (Fifth Revision).
4
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Supply and fixing of High Quality of PVC pipes of 160mm dia, including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in footpaths.
292.96
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Dismantling the RR Masonry of Slab Culvert in the existing bridge and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
15
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Dismantling the RCC Slab of Slab Culvert in the existing bridge and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete using deploying machineries.
5.7
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Earthwork excavation in all class of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF PCC RETAINING WALL, RCC RETAINING WALL AND BODY WALL OF PIPE CULVERT.
1699.5
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Vibrated Cement Concrete of grade M20 Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF PCC RETAINING WALLS. (BELOW SILL) AND BODY WALL OF PIPE CULVERT.
87.9
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Vibrated Cement Concrete of grade M20 Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF PCC RETAINING WALLS. (BELOW SILL).
248.7
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Vibrated Cement Concrete of grade M20 Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF PCC RETAINING WALLS. (ABOVE SILL).
258.3
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Vibrated Cement Concrete M15 grade Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at sitel including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specification BROKEN PARAPET FOR PCC RETAINING WALLS, RCC RETAINING WALLS AND PIPE CULVERT.
35
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Vibrated Reinforced Cement Concrete of grade M30 design mix using 20mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel and including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for FOOTINGS AND STEM OF RCC RETAINING WALLS. (BELOW SILL).
551.3
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Vibrated Reinforced Cement Concrete of grade M30 design mix using 20mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel and including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for STEM OF RCC RETAINING WALLS. (ABOVE SILL).
330.2
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Vibrated Cement Concrete of grade M20 Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for BODY WALL OF PIPE CULVERT.
18.2
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Supply, Hoisting and fixing of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458/ 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete for Pipe Culvert.
15
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Labour charges for Refilling the excavated earth filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification. (Labour charges only).
20.8
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Calculation of SubTotal, GST and Total carried out by system automatically
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Sub Total Amount for above all items
1
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GST 18% for the above SubTotal Amount
1
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Total in Figures (SubTotal + GST)
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Evaluation Notes How It Works ?
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