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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-Finance | ₹1.9 Cr | L1 | Accepted-Finance Due to L1 Rate |
| 2 | L2₹2.3 CrRejected-Finance 143 SHASTRI NAGAR LAKHIMPUR KHERI | ₹2.3 Cr | L2 | Rejected-Finance Due to L2 Rate |
| 3 | L3₹3.0 CrRejected-Finance | ₹3.0 Cr | L3 | Rejected-Finance Due to L3 Rate |
| 4 | L4₹3.2 CrRejected-Finance | ₹3.2 Cr | L4 | Rejected-Finance Due to L4 Rate |
| 5 | L5₹3.3 CrRejected-Finance 143 SHASTRI NAGAR LAKHIMPUR KHERI | KHERI | UTTAR PRADESH | 261501 | ₹3.3 Cr | L5 | Rejected-Finance Due to L5 Rate |
| Sl No | Description | Qty | Unit | M/s Vikas Builders L4 | M/S MUMREJ CONSTRUCTION L2 | RITESH KUMAR ANAND CONTRACTOR L3 | M/S SANJAY TRADERS L5 | PK Construction L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. For Cartage earth 4 Km. Distance. | 15,461.8 | cum | 210 ₹32.5 L | 80 ₹12.4 L | 50 ₹7.7 L | 216 ₹33.4 L | 70 ₹10.8 L |
| 2.00 | Earthwork in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom,brakfilling the excavation | 92.24 | cum | 85 ₹7,840.40 | 30 ₹2,767.20 | 110 ₹10,146.40 | 86 ₹7,932.64 | 10 ₹922.40 |
| 3.00 | 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 | 2,314.44 | cum | 125 ₹2.9 L | 40 ₹92,577.60 | 80 ₹1.9 L | 128 ₹3.0 L | 30 ₹69,433.20 |
| 4.00 | 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 | 1,343.29 | cum | 4,800 ₹64.5 L | 3,500 ₹47.0 L | 4,500 ₹60.4 L | 5,090 ₹68.4 L | 3,200 ₹43.0 L |
| 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 1,884.4 | cum | 5,300 ₹99.9 L | 3,700 ₹69.7 L | 4,700 ₹88.6 L | 5,400 ₹1.0 Cr | 3,300 ₹62.2 L |
| 6.00 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means . | 6,475 | Sqm | 40 ₹2.6 L | 20 ₹1.3 L | 35 ₹2.3 L | 42 ₹2.7 L | 12 ₹77,700 |
| 7.00 | Providing and applying tack coat with bitumen VG_10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 6,475 | Sqm | 12 ₹77,700 | 5 ₹32,375 | 15 ₹97,125 | 12 ₹77,700 | 8 ₹51,800 |
| 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 @ 4.5 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. (Grade-II) | 388.5 | Cum | 11,500 ₹44.7 L | 10,200 ₹39.6 L | 10,500 ₹40.8 L | 11,650 ₹45.3 L | 9,100 ₹35.4 L |
| 9.00 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 per cent of 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. 509 complete in all respects (As per MORT&H No-509) | 194.25 | Cum | 13,500 ₹26.2 L | 11,100 ₹21.6 L | 11,500 ₹22.3 L | 13,850 ₹26.9 L | 9,800 ₹19.0 L |
| 10.00 | 1000mm dia Hume pipe culvert Earthwork in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom,brakfilling the excavation | 32.04 | cum | 85 ₹2,723.40 | 20 ₹640.80 | 100 ₹3,204 | 86 ₹2,755.44 | 20 ₹640.80 |
Tender Value
Refer Docs
EMD Value
₹6.4 L
Closing Date
20 Jan 2026, 12:00 pmClosed
SE STP KHERI CIRCLE PWD SITAPUR
SE STP KHERI CIRCLE PWD SITAPUR
W/S of NH 24 to Kutuwapur Canal Bridge Road Km 2 to CBG Sri Ram Sugar Mill Road
2026_CEUCZ_1103763_1
7119/352C/E.TEND/STP-LMP/25 Dt.24.12.2025
Open Tender
Civil Works
365 days
LAKHIMPUR KHERI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹6.4 L
Yes
SE STP KHERI CIRCLE PWD SITAPUR
16 Feb 2026
9 Jan 2026
20 Jan 2026
9 Jan 2026
20 Jan 2026
9 Jan 2026
12 Jan 2026
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. For Cartage earth 4 Km. Distance.
Earthwork in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom,brakfilling the excavation
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
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
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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means .
Providing and applying tack coat with bitumen VG_10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 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. (Grade-II)
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 per cent of 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. 509 complete in all respects (As per MORT&H No-509)
1000mm dia Hume pipe culvert Earthwork in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom,brakfilling the excavation
Plane/Reinforced Cement concrete in open foundation complete as per drawing and Technical Specifications. . (PCC M-15)
Brick Masonry Work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per Drawing & Technical Specifications
Providing & Laying 1000mm dia N.P3 Hume pie culvert pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls
Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification.
(U TYPE DRAIN) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
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.
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (M-20)
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
Add 5 Years Maintenance charges.
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