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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.4 CrAccepted-AOC | ₹18.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹19.7 CrRejected-Finance | ₹19.7 Cr | L2 | Rejected-Finance 2 |
| 3 | L3₹20.0 CrRejected-Finance 76 NEW COLONY CHAUGIRJI ETAWAH | ETAWAH | UTTAR PRADESH | 206001 | ₹20.0 Cr | L3 | Rejected-Finance 3 |
| 4 | L4₹20.5 CrRejected-Finance | ₹20.5 Cr | L4 | Rejected-Finance 4 |
| Sl No | Description | Qty | Unit | M/S GOVERDHAN ASSOCIATES L3 | M/s Raj Laxmi Enterprises L1 | M P SINGH TOMAR L4 | M/S YATINDRA KUMAR TRIPATHI L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 65,000 | Sqm | 1.5 ₹97,500 | 10 ₹6.5 L | 5 ₹3.3 L | 1.5 ₹97,500 |
| 2.00 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 17,000 | Cum | 52 ₹8.8 L | 35 ₹6.0 L | 100 ₹17 L | 50 ₹8.5 L |
| 3.00 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads up to 4 Km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 20,000 | Cum | 52 ₹10.4 L | 85 ₹17 L | 100 ₹20 L | 50 ₹10 L |
| 4.00 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor 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 clause 400-2. | 11,000 | Cum | 3,510 ₹3.9 Cr | 2,700 ₹3.0 Cr | 3,075 ₹3.4 Cr | 3,500 ₹3.9 Cr |
| 5.00 | 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. | 4,300 | Cum | 3,510 ₹1.5 Cr | 2,850 ₹1.2 Cr | 2,900 ₹1.2 Cr | 3,500 ₹1.5 Cr |
| 6.00 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | 5,100 | Cum | 102 ₹5.2 L | 70 ₹3.6 L | 100 ₹5.1 L | 100 ₹5.1 L |
| 7.00 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (For DBM) | 95,000 | Sqm | 40 ₹38 L | 27 ₹25.6 L | 37 ₹35.1 L | 40 ₹38 L |
| 8.00 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (DBM-GRADE-I) | 9,110 | Cum | 9,000 ₹8.2 Cr | 8,700 ₹7.9 Cr | 9,800 ₹8.9 Cr | 9,000 ₹8.2 Cr |
| 9.00 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous /granular surface cleaned with mechanical broom. (For BC) | 95,000 | Sqm | 16 ₹15.2 L | 12 ₹11.4 L | 13 ₹12.3 L | 15 ₹14.3 L |
| 10.00 | Providing and laying Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5.4% of mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with mechanical control to the required grade, level and alingment, rolling with smooth wheeled bibratory and tendom rollers to achiev the desired compection as per MORTH specifiaction clause 509 complete all respects. | 2,870 | Cum | 11,100 ₹3.2 Cr | 10,200 ₹2.9 Cr | 10,500 ₹3.0 Cr | 11,000 ₹3.2 Cr |
Tender Value
₹20.5 Cr
EMD Value
₹41 L
Closing Date
23 Dec 2025, 12:00 pmClosed
Superintending Engineer
ETAWAH CIRCLE PWD EATWAH
Widening and strengthening of Sonwara bypass road from km 6 to Lakhna link road via Manikpur Mohan, Dadora road from chainage 5.700 to 20.450
2025_CEKNP_1096853_1
5653/55C-EV-2025 DATE 06-11-2025
Open Tender
Civil Works - Roads
450 days
ETAWAH
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,715
₹41 L
Yes
SE ETAWAH CIRCLE PWD EATWAH
6 Mar 2026
6 Dec 2025
23 Dec 2025
6 Dec 2025
23 Dec 2025
6 Dec 2025
16 Dec 2025
Amount
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
Construction of embankment with approved material obtained from borrow pits with all lifts and leads up to 4 Km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor 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 clause 400-2.
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.
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (For DBM)
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (DBM-GRADE-I)
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous /granular surface cleaned with mechanical broom. (For BC)
Providing and laying Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5.4% of mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with mechanical control to the required grade, level and alingment, rolling with smooth wheeled bibratory and tendom rollers to achiev the desired compection as per MORTH specifiaction clause 509 complete all respects.
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-15)
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M-25)
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (RCC-M 20)
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification (For wings walls)
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. As per MORTH Specification 15.4 & Clause 2504.
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications
Supply and fixing of 1000mm dia NP3 Hume pipe.
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (M-30)
Maintainance of bituminous surface road and / or WBMroad including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / beams, making up of beams /shoulders, maintenance of drains, maintenance of guard railand parapets, maintenance of road sign, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grsss and eeeds etc., white washing of parapets including CD works, painting of guard stones and Re Fidding of displaced guard stones etc. as per direction of E/I for the period of Five Year from the actual compketion of work, (Excluding G.S.T.) (as per performance index Annexure-1)mentioned in GO No. 17/2024/se-113/23-1-2024-23-1099/113/2023 dated 16-01-2024 & Encn Letter No. 3689/C-OPRMC/MUL-2023-24 Dated 17-02-2024 Maintainance of First Year (@ 0.00 % of Total Work Amount 1 to 29)
Maintainance of bituminous surface road and / or WBMroad including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / beams, making up of beams /shoulders, maintenance of drains, maintenance of guard railand parapets, maintenance of road sign, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grsss and eeeds etc., white washing of parapets including CD works, painting of guard stones and Re Fidding of displaced guard stones etc. as per direction of E/I for the period of Five Year from the actual compketion of work, (Excluding G.S.T.) (as per performance index Annexure-1)mentioned in GO No. 17/2024/se-113/23-1-2024-23-1099/113/2023 dated 16-01-2024 & Encn Letter No. 3689/C-OPRMC/MUL-2023-24 Dated 17-02-2024 Maintainance of Second Year (@ 0.25 % of Total Work Amount 1 to 29)
Maintainance of bituminous surface road and / or WBMroad including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / beams, making up of beams /shoulders, maintenance of drains, maintenance of guard railand parapets, maintenance of road sign, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grsss and eeeds etc., white washing of parapets including CD works, painting of guard stones and Re Fidding of displaced guard stones etc. as per direction of E/I for the period of Five Year from the actual compketion of work, (Excluding G.S.T.) (as per performance index Annexure-1)mentioned in GO No. 17/2024/se-113/23-1-2024-23-1099/113/2023 dated 16-01-2024 & Encn Letter No. 3689/C-OPRMC/MUL-2023-24 Dated 17-02-2024 Maintainance of Third Year (@ 0.50 % of Total Work Amount 1 to 29)
Maintainance of bituminous surface road and / or WBMroad including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / beams, making up of beams /shoulders, maintenance of drains, maintenance of guard railand parapets, maintenance of road sign, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grsss and eeeds etc., white washing of parapets including CD works, painting of guard stones and Re Fidding of displaced guard stones etc. as per direction of E/I for the period of Five Year from the actual compketion of work, (Excluding G.S.T.) (as per performance index Annexure-1)mentioned in GO No. 17/2024/se-113/23-1-2024-23-1099/113/2023 dated 16-01-2024 & Encn Letter No. 3689/C-OPRMC/MUL-2023-24 Dated 17-02-2024 Maintainance of Fourth Year (@ 0.75 % of Total Work Amount 1 to 29)
Maintainance of bituminous surface road and / or WBMroad including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / beams, making up of beams /shoulders, maintenance of drains, maintenance of guard railand parapets, maintenance of road sign, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grsss and eeeds etc., white washing of parapets including CD works, painting of guard stones and Re Fidding of displaced guard stones etc. as per direction of E/I for the period of Five Year from the actual compketion of work, (Excluding G.S.T.) (as per performance index Annexure-1)mentioned in GO No. 17/2024/se-113/23-1-2024-23-1099/113/2023 dated 16-01-2024 & Encn Letter No. 3689/C-OPRMC/MUL-2023-24 Dated 17-02-2024 Maintainance of Fifth Year (@ 1.00 % of Total Work Amount 1 to 29)
M/S YATINDRA KUMAR TRIPATHI (BID ID -5761162)
M/S GOVERDHAN ASSOCIATES (BID ID -5762626)
M P SINGH TOMAR (BID ID -5764634)
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