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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC | ₹2.3 Cr | L1 | Accepted-AOC Financial bid is Accepted at the price of Rs. 23159039.40 by the Employer. |
| 2 | L2₹2.3 Cr+₹24,925.80 (0.11%)Rejected-Finance | ₹2.3 Cr+₹24,925.80 (0.11%) | L2 | Rejected-Finance Due to L2 Rate |
| 3 | L3₹2.4 Cr+₹13.1 L (5.64%)Rejected-Finance | ₹2.4 Cr+₹13.1 L (5.64%) | L3 | Rejected-Finance Due to L3 Rate |
| 4 | L4₹2.8 Cr+₹49.9 L (21.6%)Rejected-Finance 0 ISLAMPUR BELDHA DEVIPUR TANDA AMBEDKAR NAGAR UTTAR PRADESH 224190 | AMBEDKAR NAGAR | UTTAR PRADESH | 224190 | ₹2.8 Cr+₹49.9 L (21.6%) | L4 | Rejected-Finance Due to L4 Rate |
| Sl No | Description | Qty | Unit | SHIVA CONSTRUCTION L4 | M/S ANMOL ASSOCIATES L2 | M/s Poornagiri Construction L3 | ASHUTOSH KUMAR VERMA L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 815.93 | cum | 45 ₹36,716.85 | 40 ₹32,637.2 | 57.38 ₹46,818.06 | 30 ₹24,477.9 Lowest |
| 2.00 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. (Compaction only Qty obtained from widening) | 4,500 | cum | 120 ₹5,40,000 | 100 ₹4,50,000 | 100.97 ₹4,54,365 | 30 ₹1,35,000 Lowest |
| 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 | 1,162.65 | cum | 90 ₹1,04,638.5 | 100 ₹1,16,265 | 85.83 ₹99,790.25 | 30 ₹34,879.5 Lowest |
| 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 | 1,902.68 | cum | 3,700 ₹70,39,916 | 3,500 ₹66,59,380 | 3,397.31 ₹64,63,993.79 Lowest | 3,500 ₹66,59,380 |
| 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. | 1,207.5 | cum | 4,500 ₹54,33,750 | 3,600 ₹43,47,000 | 3,606.98 ₹43,55,428.35 | 3,500 ₹42,26,250 Lowest |
| 6.00 | Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. | 8,050 | Sqm | 45 ₹3,62,250 | 20 ₹1,61,000 Lowest | 26.76 ₹2,15,418 | 20 ₹1,61,000 Lowest |
| 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. | 8,050 | Sqm | 14 ₹1,12,700 | 10 ₹80,500 | 7.51 ₹60,455.5 Lowest | 10 ₹80,500 |
| 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) | 402.5 | Cum | 9,800 ₹39,44,500 | 10,000 ₹40,25,000 | 7,801.75 ₹31,40,204.38 Lowest | 8,000 ₹32,20,000 |
| 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) | 241.5 | Cum | 10,200 ₹24,63,300 | 10,500 ₹25,35,750 | 8,769.29 ₹21,17,783.54 Lowest | 10,000 ₹24,15,000 |
| 10.00 | Construction of Retaining wall (2.5Meter Height) 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 | 714 | cum | 70 ₹49,980 Lowest | 100 ₹71,400 | 3,454.36 ₹24,66,413.04 | 100 ₹71,400 |
Tender Value
Refer Docs
EMD Value
₹20.4 L
Closing Date
26 Dec 2025, 12:00 pmClosed
SE STP KHERI CIRCLE PWD SITAPUR
OFFICE OF SE STP KHERI CIRCLE PWD SITAPUR
Widening and Strengthening of Lakhimpur Devkali Aliganj Road ODR Km-9 to Devkali Temple Via Sarraiyan Mafi Road with five year maintenenace
2025_CEUCZ_1098348_1
6281/352C/E.TEND/STP-LMP/25-26 Dt.20.11.2025
Open Tender
Civil Works
Item Wise
365 days
LAKHIMPUR KHERI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹20.4 L
Yes
OFFICE OF SE STP KHERI CIRCLE PWD SITAPUR
5 Sept 2026
15 Dec 2025
26 Dec 2025
15 Dec 2025
26 Dec 2025
15 Dec 2025
16 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 815.93 | cum | 31 | ₹25,293.83 |
| 2 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. (Compaction only Qty obtained from widening) | 4,500 | cum | 74 | ₹3,33,000 |
| 3 | 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 | 1,162.65 | cum | 108 | ₹1,25,566.2 |
| 4 | 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 | 1,902.68 | cum | 4,510 | ₹85,81,086.8 |
| 5 | 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. | 1,207.5 | cum | 4,510 | ₹54,45,825 |
| 6 | Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. | 8,050 | Sqm | 4,745 | ₹3,81,97,250 |
| 7 | 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. | 8,050 | Sqm | 28 | ₹2,25,400 |
| 8 | 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) | 402.5 | Cum | 9,980 | ₹40,16,950 |
| 9 | 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) | 241.5 | Cum | 9,980 | ₹24,10,170 |
| 10 | Construction of Retaining wall (2.5Meter Height) 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 | 714 | cum | 74 | ₹52,836 |
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