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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹98.3 LAccepted-AOC | ₹98.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹99.1 L+₹75,178.98 (0.76%)Rejected-AOC | ₹99.1 L+₹75,178.98 (0.76%) | L2 | Rejected-AOC l2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Responsive |
Tender Value
₹1.0 Cr
EMD Value
₹61,000
Closing Date
22 Sept 2023, 3:30 pmClosed
Superintending engineer
SIPCOT Head office Egmore Chennai
Reconstruction of RCC Cell Box culvert (1 x 11.50 x3.00m) across the Pillaipakkam tank surplus channel for the entrance to M/s.F.S.Solar company at SIPCOT Industrial Park, Pillaipakkam (In S.F No.1 of Sriperumbudur Revenue Village of Sriperumbudur Ta
2023_SIPCT_367815_1
NIT.No.32/CD/T.No.32/2023-24
Open Tender
Civil Works
Lump-sum
180 days
SIPCOT Industrial Park Pillaipakkam
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹61,000
20 Jan 2024
8 Sept 2023
25 Sept 2023
8 Sept 2023
22 Sept 2023
8 Sept 2023
Amount
Dismantling the RCC Walls, slabs, clearing away and carefully stacking materials useful for reuse for any thickness of walls etc., complete with standard specifications and as directed by SIPCOTofficers.
Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevant standard specification for dressing the bed up to sill level and Flexible Aprons etc., complete with standard specifications and as directed by SIPCOTofficers.
Earthwork excavation in all classes of soil except soft rock not requiring blasting and 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 with standard specifications and as directed by SIPCOTofficers.
Vibrated Cement concrete in CC M15 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete with standard specifications and as directed by SIPCOTofficers.
Vibrated Reinforced Cement concrete in M 35 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete with standard specifications and as directed by SIPCOTofficers.
Vibrated Reinforced Cement concrete in M 30 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete with standard specifications and as directed by SIPCOTofficers.
Supply and fabrication of Fe – 500 steel with high strength corrosion resistant rebar (TMT Her Grade M) 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 with standard specifications and as directed by SIPCOTofficers.
Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including Shalimar pad and joint sealant and fixing them in position etc., complete with standard specifications and as directed by SIPCOTofficers.
Providing and fixing of G.I. Drainage spouts 100mm dia as per MOST drawing No.SD/205 with grating arrangements at top as shown in the drawing including cost and conveyance of GI pipes and flats and fixing them in position etc., complete with standard specifications and as directed by SIPCOTofficers.
Providing and fixing KRAFT PAPER for full width of seating of deck slab including cost and conveyance to work site labour for fixing the same in correct position and all other incidental charges etc., complete with standard specifications and as directed by SIPCOTofficers.
Vibrated Reinforced Concrete of grade M30 (Design Mix) using 25mm, 11.2mm,6mm ISS Graded HBGS Jelly including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, and incidental charges such as paling out water, complete as per relevant standard specification, wearing coat of 75mm uniform thickness over deck slab and approach slab etc., complete with standard specifications and as directed by SIPCOTofficers.
Providing filter media behind abutment and wings for 600 mm thick using filter material conforming to claise 309.3.2.8 of MOST/1997 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site including all other incidental charges, etc., complete with standard specifications and as directed by SIPCOTofficers.
Filling behind Abutments and Wing wall with clean Gritty Gravel including cost and conveyance of Gravel having phi value more that 35 and confirming to appendex-6 of IRC 78-200 including cost and conveyance of gravel to work site, 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 with standard specifications and as directed by SIPCOTofficers.
Providing and fixing PVC seepage pipes of 100mm dia at 1.0 m c/c to drain the back fill behind the Abutment Walls placed inclined position including cost and conveyance of all materials to worksite to worksite and labour charges for fixing,etc., complete with standard specifications and as directed by SIPCOTofficers.
Providing and fixing PVC seepage pipes of 100mm dia at 1.0 m c/c to drain the back fill behind the Wing Walls placed inclined position including cost and conveyance of all materials to worksite to worksite and labour charges for fixing,etc., complete with standard specifications and as directed by SIPCOTofficers.
Vibrated Reinforced Cement concrete in M40 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete with standard specifications and as directed by SIPCOTofficers.
Supplying and fixing PVC pipes of 150mm dia for Service utlities including cost and conveyance of all materials to worksite to worksite and labour charges for fixing,etc., complete with standard specifications and as directed by SIPCOTofficers.
Providing Gravel backing to the required thickness for Revetment slopes including cost and conveyance of gravel to work site and including labour charges for mixing with water so as to attain a plastic state and levelling and laying etc., complete with standard specifications and as directed by SIPCOTofficers.
Manufacturing and fixing of precast cement concrete blocks of size 25cmx25cmx30cm in cement concrete 1:2:4 and fixing them in apron and revetment slopes including cost of all materials from approved source to work site including cost of moulding, mixing, laying in mould, curing with soft potable water and conveying the moulds to work site including labour charges for fixing the blocks to the correct line and level and pointing with cement mortar 1:3 to full depth and all incidental chargesetc., complete with standard specifications and as directed by SIPCOTofficers.
Construction of Granular Sub - Base (GSB) to the required compacted thickness (Drainage layer) by providing approved Coarse graded material conforming to Grading- V of Table 400 - 1 and satisfying the physical requirement for material for GSB as per Table 400 - 2 of MORTH Rev.-5 including screening, spreading in uniform layers with motor grader on prepared surface, watering and premixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 80 to 100 KN static weight to achieve the desired density and fine dressing to required grade and cross slope as directed by the SIPCOT officers etc., complete including obtaining and transporting all materials from approved quarry site to work site with all lift and lead by mechanical transport, head load or any other mode of transporation including cost and conveyance of all materials, labour charges,hire charges and fuel charges for loader, water tanker with sprinkler,motor grader, vibratory road rollers and all other equipments, tools and plants, safety measures, testing required including all other incidental charges,etc., complete with standard specifications and as directed by SIPCOTofficers.
Providing and laying, spreading and compacting graded stone aggreates to Wet Mix Macadam Base Course of 250mm compacted thickness specification in two layers of 150mm thick each or else as specified on the prepared sub base by providing approved Coarse graded material conforming to Table 400 - 13 and satisfying the physical requirement for material for WMM as per Table 400 - 12 of MORTH Rev.-5, including pre-mixing the materials with water at OMC in mechanical mix plant carriage of mixed matrerial by tipper to site laying in uniform layers with favours in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rental for machinery, fuel and all other incidental charges etc., complete with standard specifications and as directed by SIPCOTofficers.
Providing and laying Prime coat over wet mix macadam surface using 7.00 Kg bitumen for 10 sqm area including cost and conveyance of bitumen binder including labour charges for preparing the surface and applying the required quantity as tack coat by bitumen sprayer etc., complete with standard specifications and as directed by SIPCOTofficers.
Providing and laying Tack coat over treated wet mix macadam surface using 2.50 Kg bitumen to cut back for 10 sqm area including cost and conveyance of bitumen binder including labour charges for preparing the surface and applying the required quantity as tack coat by bitumen sprayer etc., complete with standard specifications and as directed by SIPCOTofficers.
Providing and laying to 70 mm thickness Dense Bituminous macadam using 0.40 cum of 37.50 -13.20 mm IRC size graded metal 0.35 cum of 13.20 - 2.36mm IRC graded metal and 0.36 cum of 2.36mm and below IRC size HBG metal with 71.30 kg of VG30 bitumen for premixing for 10 Sq.meter includin cost and conveyance of all materials to CMP site including cost and conveyance of bitumen and other materilas to CMP site heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hoti mix plant 20-30 tonnes capacity, conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 95 mm with mechanical paver to the specified grades and cross sections and compaction by vibratory Pneumatic Roller to the required density etc., including labour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire,fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper ttrucks, paver finisher/9 m paver finisher, vibratary/Pneumatic Roller, and al other tools & plants required including fuel and all other incidental charges etc., complete asper specification using CMP as per clause 505 MORTH REV. V Specification and as per directed SIPCOT Officers.(Grade II) etc., complete with standard specifications and as directed by SIPCOTofficers.
Providing and laying 40mm compacted thickness bituminous concrete using 0.13 cum of 19.0 - 9.5 mm graded IRC size HBG metal 0.17 cum of 9.5-2.36mm IRC graded metal and 0.26 Cum. of 2.36 mm and below size graded metal with 50.30 of bitumen grade VG 30 confirming to IS 73 for pre mixing for 10 Sq. meter and using materials as per table 500 - 17 and staifying the physical requirement for material for course aggregates for BC as per table 500 - 16 of MORTH REV-V including cost and conveyance of all materials to CMP site , heating the bitumen andaggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonnes capacity, conveyin the mix by tipper trucks to paver site spreading the mix in required temperature for uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidation 80-100 kn vibratory/Pneumatic road roller to the required density etc., includinglabour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire, fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper trucks, paver finaisher/9 m paver finisher /Vibratory/Pneumatice road roller , and all other tools and plants requried, including fuel and all other incidental charges etc., complete with standard specifications and as directed by SIPCOTofficers.
Sub Total of Total Amount in Column BA (ie. Qty x Unit Rate)
Added GST of 18%
DCB INFRA
Senthurmurugan Constructions
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