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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.7 CrAccepted-AOC B 12 SANGWAN CITY ASHADPUR KYAM ALIGARH UTTAR PRADESH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹1.7 Cr Quoted ₹1.5 Cr | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹1.5 Cr+₹1.7 L (1.16%)Rejected-Finance 1 234 8 | ALIGARH | UTTAR PRADESH | 202001 | ₹1.5 Cr+₹1.7 L (1.16%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹1.5 Cr+₹4.6 L (3.14%)Rejected-Finance | ₹1.5 Cr+₹4.6 L (3.14%) | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹1.8 Cr+₹30.6 L (21.1%)Rejected-Finance | ₹1.8 Cr+₹30.6 L (21.1%) | L-4 | Rejected-Finance L-4 |
| 5 | L-5₹1.8 Cr+₹32.3 L (22.2%)Rejected-Finance ALIGARH UTTAR PRADESH | ALIGARH | UTTAR PRADESH | 202001 | ₹1.8 Cr+₹32.3 L (22.2%) | L-5 | Rejected-Finance L-5 |
| Sl No | Description | Qty | Unit | S F INFRA PROJECTS L5 | M/S UNITE ENTERPRISES L7 | Santosh Kumar Sharma L2 | rupendra kumar bhardwaj L3 | M/S MANOJ TRADERS L1 | GOMATINETRA CONSTRUCTIONS L6 | DEV CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in cutting or in embankment in ordinary soil excavation of surplus earth is to be from the shoulders of the road or from the slopes of the bank. The earth obtained from the cutting is to be used in filling rain cuts /pot holes as directed by the Engineer-in-Charge. | 3,675.24 | cum | 50 ₹1,83,762 | 72 ₹2,64,617.28 | 40 ₹1,47,009.6 Lowest | 100 ₹3,67,524 | 50 ₹1,83,762 | 50 ₹1,83,762 | 50 ₹1,83,762 |
| 2.00 | uprooting jhunds and moonj including disposal away from site | 6,806 | sqm | 10 ₹68,060 | 12 ₹81,672 | 5 ₹34,030 | 50 ₹3,40,300 | 4 ₹27,224 | 15 ₹1,02,090 | 1 ₹6,806 Lowest |
| 3.00 | Dismantling of flexible pavment and disposal of dismantled material upto a lead of 1000 meters,stacking seviceable and disposal of unseviceable materials separately within a lead of 50 mtr. As per direction of Engineer-in-Charge | 326.69 | cum | 200 ₹65,338 | 745 ₹2,43,384.05 | 200 ₹65,338 | 100 ₹32,669 | 300 ₹98,007 | 500 ₹1,63,345 | 1 ₹326.69 Lowest |
| 4.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes(45 to 63 mm) 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/binding materials to fill-up the interstices of coarse aggregates, watering and compacting to the required density | 592.94 | cum | 2,100 ₹12,45,174 | 2,850 ₹16,89,879 | 1,000 ₹5,92,940 | 100 ₹59,294 Lowest | 500 ₹2,96,470 | 2,600 ₹15,41,644 | 1,500 ₹8,89,410 |
| 5.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes(22.4 to 53 mm) 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 interstices of coarse aggregates, watering and compacting to the required density | 1,877.64 | cum | 2,200 ₹41,30,808 | 2,950 ₹55,39,038 | 1,500 ₹28,16,460 | 500 ₹9,38,820 Lowest | 1,100 ₹20,65,404 | 2,600 ₹48,81,864 | 1,500 ₹28,16,460 |
| 6.00 | Providing and applying Tack coat with Bitminous VG-10 using bitumen distributor at the rate of 0.30 Kg. per Sqm. on the prepared granular surface cleaned with Hydraulic broom as per Technical Specification. Clause 503, of MORD specification including cost of Bitumen as per direction of E/I. | 40,836 | sqm | 15 ₹6,12,540 | 28 ₹11,43,408 | 20 ₹8,16,720 | 16 ₹6,53,376 | 10 ₹4,08,360 | 30 ₹12,25,080 | 5 ₹2,04,180 Lowest |
| 7.00 | Providing,laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm. to 5.60 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 Seal coat as per Technical Specification. Clause 508, of MORD specification including cost of Bitumen as per direction of E/I. | 40,836 | sqm | 220 ₹89,83,920 | 192 ₹78,40,512 | 200 ₹81,67,200 | 289 ₹1,18,01,604 | 200 ₹81,67,200 | 180 ₹73,50,480 Lowest | 305 ₹1,24,54,980 |
| 8.00 | Providing,laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, grade and cross fall using Type 'C' as per Technical Specification. Clause 510, of MORD specification including cost of Bitumen as per direction of E/I. | 40,836 | sqm | 60 ₹24,50,160 | 75 ₹30,62,700 | 50 ₹20,41,800 | 19 ₹7,75,884 Lowest | 80 ₹32,66,880 | 60 ₹24,50,160 | 25 ₹10,20,900 |
Tender Value
₹2.4 Cr
EMD Value
₹4.9 L
Closing Date
6 Oct 2025, 3:00 pmClosed
S.E.Drainage Circle. Aligarh
Office Of S.E.Drainage Circle. Aligarh
RENEWAL WORK OF DAMAGED SERVICE ROAD OF MACHUA DY. FROM KM. 12.458 to 26.070
2025_UPIDC_1077687_3
13/SE/DCA/2025-26
Open Tender
Civil Works - Roads
Item Wise
90 days
ALIGARH
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,387
₹4.9 L
03.10.2025
20 Nov 2025
30 Sept 2025
6 Oct 2025
30 Sept 2025
6 Oct 2025
30 Sept 2025
3 Oct 2025
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