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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 CrAccepted-AOC B 303 ALPHIN TOWERS NO 3 PALANIYAPPA NORTH STREET KARUR 639 002 | KARUR | TAMIL NADU | 639002 | ₹7.4 Cr Quoted ₹8.1 Cr | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹9.0 Cr+₹93.3 L (11.5%)Rejected-Finance BEST HOUSE NO 1 GST ROAD OPP TO MANNAR COLLEGE MOOLAKARAI PASUMALAI MADURAI 625 004 | MADURAI | TAMIL NADU | 625004 | ₹9.0 Cr+₹93.3 L (11.5%) | L2 | Rejected-Finance Reject |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹3.8 L
Closing Date
3 Aug 2020, 11:00 amClosed
SUPERINTENDING ENGINEER
Office of the Superintending Engineer Highways NABARD and Rural Roads Circle Salem 1
Construction of Bridge at Km 8/10 of Pallapatti - Aravakuruchy (via) Esanatham - Gujiliamparai Road
2020_HWAY_170342_1
TN.No.10 2020-21 SDO Dt.30.06.2020
Open Tender
Civil Works - Bridges
Item Rate
450 days
Erode
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹3.8 L
1 Dec 2020
3 Jul 2020
4 Aug 2020
3 Jul 2020
3 Aug 2020
13 Jul 2020
Amount
Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer using Carted Earth with a lead of 13 km for formation of Approach Road.
95 % Compaction
97 % Compaction
Granular Sub-base with Graded Material (Table:-400-1)-Plant Mix Method 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 of 250mm thick 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.
Providing and laying, spreading and compacting graded stone aggregates to Wet mix macadam specification including premixing the materials with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with 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.
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.
Providing and laying Tack Coat over WMM surface (treated with primer) using 2.5kgs Bitumen Emulsion (RS I) for 10m2 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.
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 coat 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.
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.
Earthwork excavation in all classes of soil on depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our 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 under Abutments and Piers.
Earthwork excavation in 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 baling our 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 under Piers and Abutments.
Benching rock upto an average 10 cm depth after cleaning of any loose materals and leveled with a layer of concrete with same grade as that of the foundation to provide an even surface, including labour etc., complete as per relavent standard specification.
Vibrated Reinforced Cement Concrete of grade M35 Design Mix using 20mm ISS size hard granite broken graded metal including Cost and Conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete, working at depths, Tools and Plants including all other incidental charges etc., complete as per relevant standard specifications, for FOOTING OF PIERS, ABUTMENTS AND RETURNS.
Cement Concrete of Grade M-15, Nominal mix, using 20mm ISS HBG metal including cost and conveyance of all materials to site including 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for FILLING THE TRENCHES AROUND FOOTINGS.
Vibrated Reinforced Cement Concrete of grade M35 Design Mix using 20mm ISS size hard granite broken graded metal including Cost and Conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete, working at depths, Tools and Plants including all other incidental charges etc., complete as per relevant standard specifications, for SUB STRUCTURE, ABUTMENTS RETURN WALLS.
Providing and fixing PVC seepage pipes of 110mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill and RCC & PCC Retaining wall. (RCC Retaining wall - 7.0m Height, 6.5m Height, 5.5m Height)
Vibrated Reinforced Cement Concrete of grade M35 design mix using 20mm ISS size 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 BED BLOCK CUM DIRT WALL OVER ABUTMENTS.
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS size hard granite broken graded metal including Cost and Conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete, working at depths, Tools and Plants including all other incidental charges etc., complete as per relevant standard specifications, for FOR COLUMN PIERS.
Vibrated Reinforced Cement Concrete of grade M35 Design mix using 20mm ISS size hard granite broken 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 CAPPING BEAM OVER COLUMN PIERS.
Vibrated Reinforced Cement Concrete of grade M35 Design mix using 20mm ISS size hard granite broken 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 PEDESTAL OVER ABUTMENT AND PIERS.
Supply and fixing of Elastomeric bearing of size 500x300x80mm including cost and conveyance to work site, labour for fixing the same in correct position and all other incidental charges etc., complete as per standard specifications.
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS size hard granite broken graded metal including Cost and Conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete, working at depths, Tools and Plants including all other incidental charges etc., complete as per relevant standard specifications, for T-BEAMS AND CROSS BEAMS.
Vibrated Reinforced Cement Concrete of grade M35 Design mix using 20mm ISS size hard granite broken 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 DECK SLAB, KERB AND FOOTPATH.
Providing and fixing of GI drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.
Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specifications for Road and Bridge Works-IV Revision; 2001 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 MOST specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per specifications.
Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.
Filling behind Abutmants 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.
Vibrated Plain Cement Concrete M15 grade Nominal Mix 1:2:4 using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing, transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB & RAMP AND FOOTPATH RAMP.
Vibrated Reinforced cement concrete of grade M30 design mix using 20mm ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel and including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chages etc., complete for Approach Slab.
Vibrated Reinforced cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site but excluding cost and fabrication of steel including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab.
Vibrated Reinforced cement concrete of grade M40 design mix using 20mm ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel and including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chages etc., complete for CRASH BARRIER.
Vibrated Cement Concrete M15 grade Nominal Mix 1:2:4 using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing, transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for PARAPET.
Supply and fabrication of Fe-500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and 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 wall. (RCC Retaining wall - 7.0m Height, 6.5m Height and 5.5m Height)
Supply and fabrication of Fe-240 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and 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.
Supply and fixing of High Quality of PVC pipes of 150mm 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.
Earthwork excavation in Medium rock and Dense Medium rock not 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 baling our 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 RCC RETAINING WALLS. (RCC Retaining wall - 7.0m Height, 6.5m Height, 5.5m Height)
Plain Cement Concrete of Grade M-10, Nomional Mix, 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to site including 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for FOOTINGS OF RCC RETAINING WALL. (RCC Retaining wall - 7.0m Height, 6.5m Height, 5.5m Height)
Vibrated Reinforced Cement Concrete of grade M30, Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, 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 for RETAINING WALL (BELOW GROUND LEVEL) (RCC Retaining wall - 7.0m Height, 6.5m Height, 5.5m Height)
Vibrated Reinforced Cement Concrete of grade M30, Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, 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 for RETAINING WALL (ABOVE GROUND LEVEL) (RCC Retaining wall - 7.0m Height, 6.5m Height, 5.5m Height)
Earthwork excavation in all classes of soil on depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our 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.
Vibrated Cement Concrete of Grade M-20, Nomional Mix, 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for FOOTINGS OF PCC RETAINING WALL. (Below Sill level)
Vibrated Cement Concrete of Grade M-20, Nomional Mix, 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for BODY WALL OF PCC RETAINING WALL. (Above Sill level)
Earthwork excavation in Medium rock and Dense Medium 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 baling our 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 BLASTING AND REMOVING THE ROCK OUT CROP FOR DRESSING UPTO THE SILL LEVEL.
Earthwork excavation and depositing on bank with an initial lead of 10m, and lift of 2m in sand, silt, other loose soil, wet sand or silt not under water, light black cottonsoil, sandy loam and ordinary soil including excavated earth SS20A for COFFERDAM.
Sand and filling sand in the empty cement gunny bags, stitching them, conveying the same to site and stacking as directed within a lead of 10m including cost of bags, jute, thread, sand etc., complete for COFFERDAM.
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Sub Total Amount for above all items
GST 12% for the above SubTotal Amount
J SENTHILKUMAR
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