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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAccepted-AOC NAHAR KHAN SARAI BADAUN | BADAUN | BUDAUN | UTTAR PRADESH | ₹3.3 Cr Quoted ₹4.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹4.2 Cr+₹22.1 L (5.52%)Rejected-Finance 01 NEW EKTA COLONY SARAI ARJUN PAKKA BAGH ETAWAH 206001 U P | ETAWAH | ETAWAH | UTTAR PRADESH | 206001 | ₹4.2 Cr+₹22.1 L (5.52%) | L2 | Rejected-Finance 2ND BIDDER LOWEST |
| 3 | L3₹4.9 Cr+₹92.6 L (23.1%)Rejected-Finance 10 118 INDIRA NAGAR DISTT LUCKNOW | LUCKNOW | UTTAR PRADESH | 226001 | ₹4.9 Cr+₹92.6 L (23.1%) | L3 | Rejected-Finance 3RD BIDDER LOWEST |
| 4 | L4₹5.2 Cr+₹1.2 Cr (29.0%)Rejected-Finance 117 N 566 KRISHNA DHAM KAKADEO KANPUR NAGAR KANPUR | KANPUR | KANPUR NAGAR | UTTAR PRADESH | ₹5.2 Cr+₹1.2 Cr (29.0%) | L4 | Rejected-Finance 4TH BIDDER LOWEST |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | R H Construction L1 | danvir L2 | AMBER CONSTRUCTION L3 | M/S SAI DEVELOPER L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Clearing jungle including uprooting or rank vegetation grasses, bush, wood trees and sapling of girth upto 30 cm. measured at a hieght of 1 m, above ground level & removal of rubbish upto a distance of 50 m out side the periphery of area cleared | 7,800 | Sqm | 1 ₹7,800 Lowest | 1 ₹7,800 Lowest | 5.5 ₹42,900 | 10 ₹78,000 |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 10,000 | Cum | 105 ₹10,50,000 Lowest | 160 ₹16,00,000 | 140 ₹14,00,000 | 210 ₹21,00,000 |
| 3.00 | Providing/Laying 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 and as per direction of Engineer in charge of work. | 182 | Cum | 2,775 ₹5,05,050 Lowest | 3,000 ₹5,46,000 | 3,800 ₹6,91,600 | 5,500 ₹10,01,000 |
| 4.00 | Wet Mix Macadam laying Using Mechanical Paver (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) | 140 | Cum | 2,850 ₹3,99,000 Lowest | 3,500 ₹4,90,000 | 3,850 ₹5,39,000 | 4,500 ₹6,30,000 |
| 5.00 | Emulsion Treated Base with 3.5% emulsion & 1% OPC Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (with 3.5% Emulsion SS and OPC cement @ 1% by weight of Mix) specification including premixing the material with water and cement at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density. | 110 | Cum | 6,200 ₹6,82,000 | 7,000 ₹7,70,000 | 9,500 ₹10,45,000 | 4,400 ₹4,84,000 Lowest |
| 6.00 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 1,400 | Sqm | 10 ₹14,000 Lowest | 10 ₹14,000 Lowest | 13 ₹18,200 | 14 ₹19,600 |
| 7.00 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification Clause 508. | 1,400 | Sqm | 180 ₹2,52,000 | 150 ₹2,10,000 | 165 ₹2,31,000 | 140 ₹1,96,000 Lowest |
| 8.00 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 | 1,400 | Sqm | 60 ₹84,000 | 50 ₹70,000 Lowest | 62 ₹86,800 | 50 ₹70,000 Lowest |
| 9.00 | Earth work in foundation in ordinary soil including lift upto 1.50 m and lead upto 30m including watering of executed earth into trench in toe wall as per S.L. No. 251 | 100 | Cum | 80 ₹8,000 | 50 ₹5,000 Lowest | 165 ₹16,500 | 90 ₹9,000 |
| 10.00 | Providing and laying filter material 40 mm gauge stone ballast underneath pitching on slopes complete as per drawing and technical specification (as per MORTH specification 2504) | 223 | Cum | 2,850 ₹6,35,550 | 2,500 ₹5,57,500 | 3,650 ₹8,13,950 | 1,600 ₹3,56,800 Lowest |
Tender Value
₹5 Cr
EMD Value
₹10 L
Closing Date
10 Jun 2025, 12:00 pmClosed
Superintending Engineer
ETAWAH CIRCLE PWD ETAWAH
Bridge over river puraha at Erwakatra Kuderkot km-1 to sutiyana kudarkot via rajpur ballpur (Alopa devi mandir) in District Auraiya
2025_CEKNP_1044750_1
1985/55C-EC/2025 DATE 27-03-2025
Open Tender
Civil Works - Bridges
Lump-sum
365 days
AURAIYA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹10 L
Yes
ETAWAH
29 Nov 2025
31 May 2025
10 Jun 2025
31 May 2025
10 Jun 2025
31 May 2025
2 Jun 2025
Amount
Clearing jungle including uprooting or rank vegetation grasses, bush, wood trees and sapling of girth upto 30 cm. measured at a hieght of 1 m, above ground level & removal of rubbish upto a distance of 50 m out side the periphery of area cleared
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
Providing/Laying 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 and as per direction of Engineer in charge of work.
Wet Mix Macadam laying Using Mechanical Paver (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
Emulsion Treated Base with 3.5% emulsion & 1% OPC Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (with 3.5% Emulsion SS and OPC cement @ 1% by weight of Mix) specification including premixing the material with water and cement at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density.
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A as per Technical Specification Clause 508.
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510
Earth work in foundation in ordinary soil including lift upto 1.50 m and lead upto 30m including watering of executed earth into trench in toe wall as per S.L. No. 251
Providing and laying filter material 40 mm gauge stone ballast underneath pitching on slopes complete as per drawing and technical specification (as per MORTH specification 2504)
Providing and laying stone boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 2504 (MoRTH Specification 2504 S.l No. 15.5) For Stone
Construction of Toe Wall with stone boulders weighing not less than 40 kg .
Earth work in Excavation. For Chute Drain
P.C.C. 1:4:8 with brick ballast For Chute Drain
R.C.C. 1:2:4 with Stone Grit For Chute Drain
M.S. Iron work For Chute Drain
Earth work in Excavation for KC Drain
P.C.C. 1:4:8 with brick ballast for KC Drain
R.C.C. 1:2:4 with Stone Grit for KC Drain
M.S. Iron work for KC Drain
Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for Well.
Providing and constructing one span service road to reach island location from one pier location to another pier location
Pile Bridge
Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification.
Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification
Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification.
Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification.
Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification.
Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification.
Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification.
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
0 M - 3M Sinking of 5.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.
3 M - 10 M Sinking
10 M -20 M Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter
20 - 30 M Add 7.5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour.
negative sinking
Sand filling
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
RCC Grade M30 using batching plant transit mixer & Concrete pump
Grade M30 using batching plant transit mixer & Concrete pump
Grade M30 using batching plant transit mixer & Concrete pump
Grade M30 using batching plant transit mixer & Concrete pump
M30 using batching plant transit mixer & Concrete pump
seismic arrester
Back wall , wing wall & Parapet
reinforcement Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/PSC Grade M-40
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M-40
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/PSC Grade M-40
RCC crash barrier
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
Drainage Spouts complete as per drawing and Technical specification
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
Fixing of 65mm GI Pipe in crash Barrier of the chair of MS Plate 12 mm Thick (20x20cm) embaded in concrete and MS Plate 12mm Thick (20x20) welded over the MS Plate. The Bottom Plate Properly anchored by 12mm TMT bars in the concrete complete Job.
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.
Hume Pipe (1000mm)
danvir (BID ID -5240887)
AMBER CONSTRUCTION (BID ID -5242365)
M/S SAI DEVELOPER (BID ID -5242665)
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