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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 CrAccepted-AOC A 1001 APEX THE FLOORS PLOT NO GH 11 SECTOR 18 VASUNDHARA GHAZIABAD | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | ₹6.0 Cr | L1 | Accepted-AOC bond |
| 2 | L2₹6.1 Cr+₹3.2 L (0.53%)Rejected-Finance | ₹6.1 Cr+₹3.2 L (0.53%) | L2 | Rejected-Finance L2 |
| 3 | L3₹6.5 Cr+₹43.1 L (7.12%)Rejected-Finance 1421 7Y BLOCK KIDWAI NAGAR KANPUR NAGAR | KANPUR NAGAR | UTTAR PRADESH | 208001 | ₹6.5 Cr+₹43.1 L (7.12%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | SNV INFRA L1 | M/S Sardar Singh and Company L3 | M/s Modern Construction L2 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of embankment with approved material obtained from borrow pits with all lift and lead upto 1.00 km, Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 ( Cartage Earth work 1 Km) | 65,110 | cum | 125 ₹81,38,750 | 120 ₹78,13,200 Lowest | 137.66 ₹89,63,042.6 |
| 2.00 | Providing, laying, spreading Material on prepared sub grade by adding cement @ 2% by weight of the spread Material manually by mixing in place with rotavator compacting with vi roller at OMC to achieve the desired unconfined compressive strength and form a layer of subbase. | 668 | cum | 3,500 ₹23,38,000 | 3,300 ₹22,04,400 | 2,918.29 ₹19,49,417.72 Lowest |
| 3.00 | Providing, laying and spreading Material on prepared sub base adding cement @ 4% by weight of the spread Material manually by mixing in place with rotavator compacting with road roller at OMC to achieve the desired unconfined compressive strength and form a layer of base. | 889 | cum | 3,600 ₹32,00,400 | 3,700 ₹32,89,300 | 3,284.45 ₹29,19,876.05 Lowest |
| 4.00 | Providing and applying tack coat with Bitumen VG10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 6,350 | sqm | 16 ₹1,01,600 | 20 ₹1,27,000 | 13.97 ₹88,709.5 Lowest |
| 5.00 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using bitumenVG10 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 Type C as per Technical Specification Clause 508. | 6,350 | sqm | 175 ₹11,11,250 | 225 ₹14,28,750 | 165.19 ₹10,48,956.5 Lowest |
| 6.00 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 | 6,350 | sqm | 60 ₹3,81,000 | 100 ₹6,35,000 | 59.65 ₹3,78,777.5 Lowest |
| 7.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lift upto 1.50 m & lead upto 30 m as per Technical Specification Clause 303.1. | 36,000 | cum | 75 ₹27,00,000 Lowest | 75 ₹27,00,000 Lowest | 87.18 ₹31,38,480 |
| 8.00 | 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 by Mechanical Means (Hume Pipe Culvert) | 70 | Cum | 100 ₹7,000 | 70 ₹4,900 Lowest | 75 ₹5,250 |
| 9.00 | 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.(Hume Pipe Culvert) | 13 | cum | 7,500 ₹97,500 | 4,500 ₹58,500 | 3,600 ₹46,800 Lowest |
| 10.00 | Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (Hume Pipe Culvert) | 49 | cum | 8,000 ₹3,92,000 | 6,500 ₹3,18,500 | 6,000 ₹2,94,000 Lowest |
Tender Value
₹6.7 Cr
EMD Value
₹13.3 L
Closing Date
28 May 2026, 12:00 pmClosed
Superintending Engineer
Pratapgarh Circle, PWD, Pratapgarh
Dampur - Ranipur Makhauwa ke madhy Yamuna Sahayak Kanagi Nala par 5x11 m Span ke Laghu setu approach road additional approach road and Protection work
2026_CEALD_1150754_2
1366/95C-ETENDERING/PFC/2026 DT. 23.03.2026
Open Tender
Civil Works
Item Rate
365 days
Fatehpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹13.3 L
Pratapgarh Circle, PWD, Pratapgarh
4 Aug 2026
21 May 2026
28 May 2026
21 May 2026
28 May 2026
21 May 2026
26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of embankment with approved material obtained from borrow pits with all lift and lead upto 1.00 km, Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 ( Cartage Earth work 1 Km) | 65,110 | cum | 100 | ₹65,11,000 |
| 2 | Providing, laying, spreading Material on prepared sub grade by adding cement @ 2% by weight of the spread Material manually by mixing in place with rotavator compacting with vi roller at OMC to achieve the desired unconfined compressive strength and form a layer of subbase. | 668 | cum | 100 | ₹66,800 |
| 3 | Providing, laying and spreading Material on prepared sub base adding cement @ 4% by weight of the spread Material manually by mixing in place with rotavator compacting with road roller at OMC to achieve the desired unconfined compressive strength and form a layer of base. | 889 | cum | 10 | ₹8,890 |
| 4 | Providing and applying tack coat with Bitumen VG10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 6,350 | sqm | 10 | ₹63,500 |
| 5 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using bitumenVG10 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 Type C as per Technical Specification Clause 508. | 6,350 | sqm | 10 | ₹63,500 |
| 6 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 | 6,350 | sqm | 10 | ₹63,500 |
| 7 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lift upto 1.50 m & lead upto 30 m as per Technical Specification Clause 303.1. | 36,000 | cum | 10 | ₹3,60,000 |
| 8 | 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 by Mechanical Means (Hume Pipe Culvert) | 70 | Cum | 10 | ₹700 |
| 9 | 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.(Hume Pipe Culvert) | 13 | cum | 10 | ₹130 |
| 10 | Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (Hume Pipe Culvert) | 49 | cum | 10 | ₹490 |
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