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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹1.3 Cr+₹16,300.13 (0.12%)Admitted-Finance SATHINI IGLAS ALIGARH | ALIGARH | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S AGRE ASSOCIATES L1 | M/s Pathak and Company L2 |
|---|---|---|---|---|---|
| 1.00 | Providing, laying, spreading and compacting machine crushed stone ballast of approved quarry of 45~63mm size to water bound macadam of G-2 specification including spreading in uniform thickness, hand packing rolling with power roller 8 to 10 tonnes in stages to proper grade and camber applying and brooming with crushable screening material i.e. stone dust to fill-up the interstices of coarse aggregate, watering & rolling making necessary earthen bund to protect edges, lighting, guarding, barricadding etc. including the cost of all materials, labour, T & P etc. required for proper completion of work aas per MORD specifications no 405 | 1,046.25 | M3 | 4,005.2 ₹41,90,440.5 | 3,999.5 ₹41,84,476.88 Lowest |
| 2.00 | Providing, laying, spreading and compacting machine crushed stone ballast of approved quarry of 53~22.4 mm size to water bound macadam of G-3 specification including spreading in uniform thickness, hand packing rolling with power roller 8 to 10 tonnes in stages to proper grade and camber applying and brooming with crushable screening material i.e. stone dust to fill-up the interstices of coarse aggregate, watering & rolling making necessary earthen bund to protect edges, lighting, guarding, barricadding etc. including the cost of all materials, labour, T & P etc. required for proper completion of work aas per MORD specifications no 405. | 1,012.5 | M3 | 4,074.5 ₹41,25,431.25 | 4,066 ₹41,16,825 Lowest |
| 3.00 | Providing and applying prime coat with Bitumen emulsion on prepared surface of granular base including cleaning of road surface etc and spraying primer at the rate of 0.70/Sqm. using mechnical means as per Technical Specification. Clause 502, S.L.-5.10, of MORD specification | 13,500 | M2 | 67.07 ₹9,05,445 | 66.5 ₹8,97,750 Lowest |
| 4.00 | Providing and applying Tack coat with Bitumen VG-10 using distributor at the rate of 0.30Kg. per Sqm. on the prepared primed surface cleaned with Hydraulic broom as per Technical Specification. Clause 503, S.L.-5.20, of MORD specification | 13,500 | M2 | 21.66 ₹2,92,410 | 21.38 ₹2,88,562.5 Lowest |
| 5.00 | Providing, laying & rolling of open graded Premix Carpet of 20mm thickness composed of 13.2mm to 5.60 mm aggregates using VG-10 bitumen including mixing in a suitable plant, laying with a hydrostatic paver finisher with sensor control to the required line,grade and level & rolling with a three wheeled 80-100KN Static Roller capacity, Bitumen @ 14.6 Kg./ 10 sqm. area for premixing including all Material, Labour and T&P etc required for proper completion of the work, as per MORD specification No. 510 (Rates including of Bitumen VG-10) | 13,500 | M2 | 187.6 ₹25,32,600 | 187.15 ₹25,26,525 Lowest |
| 6.00 | Providing & Laying Seal Coat Type-B over P.C. Surface with 6.7 mm Nominal Size grit @ 0.060 Cum./10 Sqm. with Bitumen V.G.-10 @ 6.80 Kg./10 sqm. including heating of Bitumen to the required temperature and with ahydrostatic paver finisher including all Material, labour & T&P etc complete & as per MORD specification No. 511.(Rates including of Bitumen VG-10) | 13,500 | M2 | 64.2 ₹8,66,700 | 64.12 ₹8,65,687.5 Lowest |
| 7.00 | Earth work in cutting or in embankment in ordinary soil exavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankmentto be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5m lift and 30 lead.The earth in from cutting to be used as spoil banks within 50m distance as per directed by engineer in charge. | 1,687.5 | M3 | 63.65 ₹1,07,409.38 Lowest | 63.65 ₹1,07,409.38 Lowest |
| 8.00 | Bricks edgeing on both side of the road of M150 bricks 8cm wide and 12cm deep laid with mud mortar including all labour and supply of bricks finished to the required templete & ramming the excavated earth as directed by engineer in charge | 4.5 | Km | 65,000 ₹2,92,500 Lowest | 76,000 ₹3,42,000 |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
14 Oct 2026, 3:00 pmClosed
SE IWC MATHURA
SE IWC CIVIL LINE MATHURA
Renewal of service road from km. 25.200 to 27.500 and km. 28.400 to km. 30.600 of Sahpau Dy.
2026_UPIDC_1193179_1
07/SE/2026-27
Open Tender
Road Works
Item Rate
90 days
HATHRAS
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,351
₹2.8 L
17 Oct 2026
6 Oct 2026
14 Oct 2026
6 Oct 2026
14 Oct 2026
6 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing, laying, spreading and compacting machine crushed stone ballast of approved quarry of 45~63mm size to water bound macadam of G-2 specification including spreading in uniform thickness, hand packing rolling with power roller 8 to 10 tonnes in stages to proper grade and camber applying and brooming with crushable screening material i.e. stone dust to fill-up the interstices of coarse aggregate, watering & rolling making necessary earthen bund to protect edges, lighting, guarding, barricadding etc. including the cost of all materials, labour, T & P etc. required for proper completion of work aas per MORD specifications no 405 | 1,046.25 | M3 | - | - |
| 2 | Providing, laying, spreading and compacting machine crushed stone ballast of approved quarry of 53~22.4 mm size to water bound macadam of G-3 specification including spreading in uniform thickness, hand packing rolling with power roller 8 to 10 tonnes in stages to proper grade and camber applying and brooming with crushable screening material i.e. stone dust to fill-up the interstices of coarse aggregate, watering & rolling making necessary earthen bund to protect edges, lighting, guarding, barricadding etc. including the cost of all materials, labour, T & P etc. required for proper completion of work aas per MORD specifications no 405. | 1,012.5 | M3 | - | - |
| 3 | Providing and applying prime coat with Bitumen emulsion on prepared surface of granular base including cleaning of road surface etc and spraying primer at the rate of 0.70/Sqm. using mechnical means as per Technical Specification. Clause 502, S.L.-5.10, of MORD specification | 13,500 | M2 | - | - |
| 4 | Providing and applying Tack coat with Bitumen VG-10 using distributor at the rate of 0.30Kg. per Sqm. on the prepared primed surface cleaned with Hydraulic broom as per Technical Specification. Clause 503, S.L.-5.20, of MORD specification | 13,500 | M2 | - | - |
| 5 | Providing, laying & rolling of open graded Premix Carpet of 20mm thickness composed of 13.2mm to 5.60 mm aggregates using VG-10 bitumen including mixing in a suitable plant, laying with a hydrostatic paver finisher with sensor control to the required line,grade and level & rolling with a three wheeled 80-100KN Static Roller capacity, Bitumen @ 14.6 Kg./ 10 sqm. area for premixing including all Material, Labour and T&P etc required for proper completion of the work, as per MORD specification No. 510 (Rates including of Bitumen VG-10) | 13,500 | M2 | - | - |
| 6 | Providing & Laying Seal Coat Type-B over P.C. Surface with 6.7 mm Nominal Size grit @ 0.060 Cum./10 Sqm. with Bitumen V.G.-10 @ 6.80 Kg./10 sqm. including heating of Bitumen to the required temperature and with ahydrostatic paver finisher including all Material, labour & T&P etc complete & as per MORD specification No. 511.(Rates including of Bitumen VG-10) | 13,500 | M2 | - | - |
| 7 | Earth work in cutting or in embankment in ordinary soil exavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankmentto be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5m lift and 30 lead.The earth in from cutting to be used as spoil banks within 50m distance as per directed by engineer in charge. | 1,687.5 | M3 | - | - |
| 8 | Bricks edgeing on both side of the road of M150 bricks 8cm wide and 12cm deep laid with mud mortar including all labour and supply of bricks finished to the required templete & ramming the excavated earth as directed by engineer in charge | 4.5 | Km | - | - |
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