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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.1 LAccepted-Finance GHAZIPUR | UTTAR PRADESH | 232325 | L1 | Accepted-Finance Accepted due to L1 | |
| 2 | L2₹23.5 L+₹43,754.21 (1.89%)Rejected-Finance 19 1 ALOO THOK DISTRICT HARDOI | HARDOI | HARDOI | UTTAR PRADESH | L2 | Rejected-Finance Rejected due to higher rate to L1 | |
| 3 | L3₹24.9 L+₹1.8 L (7.95%)Rejected-Finance 11 4 KHANANCHI TOLA HARDOI | L3 | Rejected-Finance Rejected due to higher rate to L1 | |
| 4 | L4₹25.8 L+₹2.7 L (11.6%)Rejected-Finance C 20 8 AVAS VIKAS COLONY HARDOI UTTAR PRADESH | HARDOI | HARDOI | UTTAR PRADESH | L4 | Rejected-Finance Rejected due to higher rate to L1 | |
| 5 | Rejected-Technical 785 SNEH MARRIAGE HALL KE SAMNE BASHARATPUR SHAHPUR GORAKHPUR | - | Rejected-Technical Rejected by commiitee |
| Sl No | Description | Qty | Unit | RAJENDRA KUSHWAHA L1 | RAJEEV NARAIN L4 | M/S Ram Sewak Har Govind Sahai L3 | MS. SAI CONSTRUCTION AND SUPPLIERS L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Providing, Laying, spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density and As per drawing and direction given by Engineer-in-charge. | 61.86 | Cum | 3,657.71 ₹2,26,265.82 | 3,000 ₹1,85,580 | 2,000 ₹1,23,720 Lowest | 4,328.55 ₹2,67,764.23 |
| 2.00 | Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 and As per drawing and direction given by Engineer-in-charge. | 6,873 | Sqm | 20.18 ₹1,38,662.78 | 15 ₹1,03,095 Lowest | 15 ₹1,03,095 Lowest | 19.5 ₹1,34,050.99 |
| 3.00 | Providing laying & rolling of open graded premix carpet of 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 or Type B or Type C as per Technical Specification Clause 508. and As per drawing and direction given by Engineer in-charge. | 6,873 | Sqm | 176.23 ₹12,11,194.43 Lowest | 240 ₹16,49,520 | 235 ₹16,15,155 | 194.94 ₹13,39,850.11 |
| 4.00 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A.By Manual Means. As per drawing and direction given by Engineer-in-charge. | 6,873 | Sqm | 72.39 ₹4,97,557.09 Lowest | 85 ₹5,84,205 | 81 ₹5,56,713 | 75.02 ₹5,15,584.97 |
| 5.00 | Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 As per drawing and direction given by Engineer-in-charge. | 798 | Cum | 241.78 ₹1,92,940.44 | 50 ₹39,900 | 20.01 ₹15,967.98 Lowest | 75.11 ₹59,939.38 |
| 6.00 | Cleaning thick jungle and thorney bushes without uprooting. As per drawing and direction given by Engineer-in-charge | 7,980 | Sqm | 5.54 ₹44,225.16 | 2 ₹15,960 Lowest | 10 ₹79,800 | 4.69 ₹37,410.24 |
Tender Value
₹29.4 L
EMD Value
₹58,860
Closing Date
3 Oct 2026, 10:00 amClosed
Executive Engineer
EE HDSC Hardoi
Bilgram dy. ke km. 9.450 to 11.460 tak bayi patri ke navinikaran ka kary (Lot-05)
2026_UPIDC_1189205_1
03/EE-HDSC/2026-27
Open Tender
Civil Works
Item Rate
30 days
Hardoi
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹58,860
23 Oct 2026
25 Sept 2026
3 Oct 2026
25 Sept 2026
3 Oct 2026
25 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing, Laying, spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density and As per drawing and direction given by Engineer-in-charge. | 61.86 | Cum | 5,410.69 | ₹3,34,705.28 |
| 2 | Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 and As per drawing and direction given by Engineer-in-charge. | 6,873 | Sqm | 24.38 | ₹1,67,563.74 |
| 3 | Providing laying & rolling of open graded premix carpet of 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 or Type B or Type C as per Technical Specification Clause 508. and As per drawing and direction given by Engineer in-charge. | - | Sqm | 243.68 | - |
| 4 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A.By Manual Means. As per drawing and direction given by Engineer-in-charge. | - | Sqm | 93.77 | - |
| 5 | Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 As per drawing and direction given by Engineer-in-charge. | 798 | Cum | 93.89 | ₹74,924.22 |
| 6 | Cleaning thick jungle and thorney bushes without uprooting. As per drawing and direction given by Engineer-in-charge | 7,980 | Sqm | 5.86 | ₹46,762.8 |
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