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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC 795 AZAD NAGAR ROORKEE HARIDWAR PIN CODE 247667 | ROORKEE | HARIDWAR | UTTARAKHAND | 247667 | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.0 Cr+₹21.3 L (12.2%)Rejected-Finance 425 1 35 CIVIL LINES ROORKEE UK | ROORKEE | HARIDWAR | UTTARAKHAND | 247667 | L2 | Rejected-Finance OTHER THAN L1 | |
| 3 | L3₹2.0 Cr+₹22.4 L (12.9%)Rejected-Finance | L3 | Rejected-Finance OTHER THAN L1 | |
| 4 | L4₹2.0 Cr+₹23.3 L (13.4%)Rejected-Finance 35 29 CIVIL LINES ROORKEE UK | ROORKEE | HARIDWAR | UTTARAKHAND | 247667 | L4 | Rejected-Finance OTHER THAN L1 | |
| 5 | L5₹2.0 Cr+₹25.1 L (14.4%)Rejected-Finance 2 2407 GILL COLONY NARAINPURI SAHARANPUR UP | SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | L5 | Rejected-Finance OTHER THAN L1 |
| Sl No | Description | Qty | Unit | M/s Ravindra Kumar Gupta & Sons L4 | Shikhar ji Enterprises L7 | RAMAPATI ENGINEERING SERVICES L5 | R K TYAGIS L3 | M/S KOHLI CONSTRUCTION L1 | M/s Chittar Mal & Co. L2 | GAYATRI CONSTRUCTION L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Security wall | ||||||||||
| 2.00 | Excavation over area n.exc 1.5mtr deep and getting out any type of soil complete all as specified and as directed by Engr-in-charge. | 1,734 | Cum | 150 ₹2,60,100 | 150 ₹2,60,100 | 245 ₹4,24,830 | 140 ₹2,42,760 | 190 ₹3,29,460 | 250 ₹4,33,500 | 100 ₹1,73,400 Lowest |
| 3.00 | M&L for cement concrete (1:4:8)type D2 using 40mm graded aggregate as in foundation,filling and mass concreteetc all as specified and as directed by Engr-in Charge.. | 144.5 | Cum | 4,200 ₹6,06,900 | 4,500 ₹6,50,250 | 4,230 ₹6,11,235 | 4,000 ₹5,78,000 | 4,000 ₹5,78,000 | 2,900 ₹4,19,050 Lowest | 3,600 ₹5,20,200 |
| 4.00 | M&L for RCC M-25 (Design Mix) (self compacting concrete) (using 20mm graded stone aggregate) in foundation, including rafts, footings, foundation beams, plinth beams, base for column etc all as specified and as directed. | 547.4 | Cum | 6,400 ₹35,03,360 | 7,800 ₹42,69,720 | 6,290 ₹34,43,146 | 7,150 ₹39,13,910 | 5,630 ₹30,81,862 | 6,500 ₹35,58,100 | 5,500 ₹30,10,700 Lowest |
| 5.00 | M&L for RCC M-25 (Design Mix) (self compacting concrete) (using 20mm graded stone aggregate) in walls, retaining walls, basement walls, blast walls and the like any thickness above top of footings including attached pilasters and buttresses complete all as specified and as directed | 693.6 | Cum | 6,500 ₹45,08,400 | 7,800 ₹54,10,080 | 6,390 ₹44,32,104 | 7,200 ₹49,93,920 | 5,630 ₹39,04,968 Lowest | 6,500 ₹45,08,400 | 6,000 ₹41,61,600 |
| 6.00 | Use and waste of form work to rough finished side of concrete foundation, footing bases of coloumn, rafts, raft beams and side and soffits of foundation and plinth beam similar work vertical batter complete all as specified and as directed by Engr-in Charge. | 1,698 | Sqm | 350 ₹5,94,300 | 260 ₹4,41,480 | 410 ₹6,96,180 | 250 ₹4,24,500 | 250 ₹4,24,500 | 325 ₹5,51,850 | 150 ₹2,54,700 Lowest |
| 7.00 | Use and waste of formwork to face of walls, retaining walls and similar work including attached pilasters buttresses etc vertical or to batter flat and fair finished surface of concrete complete all as specified and as directed by Engr-in Charge. | 5,601.5 | Sqm | 350 ₹19,60,525 | 300 ₹16,80,450 | 405 ₹22,68,607.5 | 120 ₹6,72,180 Lowest | 250 ₹14,00,375 | 325 ₹18,20,487.5 | 250 ₹14,00,375 |
| 8.00 | Use and waste of formwork to Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide. (Where RCC/PCC band in walls, spanning and opening, the formwork soffit for flat fair finished surfaces of concrete and as directed by Engr-in Charge | 3.96 | Sqm | 500 ₹1,980 | 400 ₹1,584 | 1,450 ₹5,742 | 280 ₹1,108.8 | 450 ₹1,782 | 325 ₹1,287 | 250 ₹990 Lowest |
| 9.00 | M&L for High strength mild steel( TMT) reinforcement bars 5mm dia and over upto 10mm dia as in stirrups, spacers or binder complete all, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire(aneealed) not less than 0.9 mm dia or securing with clips all as specified and as directed by Engr-in Charge. | 3,629.21 | Kg | 86 ₹3,12,112.06 | 100 ₹3,62,921 | 86 ₹3,12,112.06 | 92 ₹3,33,887.32 | 83 ₹3,01,224.43 | 82 ₹2,97,595.22 Lowest | 100 ₹3,62,921 |
| 10.00 | M&L for High strength mild steel( TMT) reinforcement bars 10mm dia and over , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire(aneealed) not less than 0.9 mm dia or securing with clips all as specified and as directed by Engr-in Charge. | 60,733.35 | Kg | 86 ₹52,23,068.1 | 100 ₹60,73,335 | 88 ₹53,44,534.8 | 92 ₹55,87,468.2 | 83 ₹50,40,868.05 | 82 ₹49,80,134.7 Lowest | 98 ₹59,51,868.3 |
Tender Value
₹2.6 Cr
EMD Value
₹3.3 L
Closing Date
16 Dec 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CHIEF ENGINEER BAREILLY ZONE
CHIEF ENGINEER BARTEILLY ZONE
ADDITION ALTERATION TO SECURITY WALL AT BEG AND CENTRE ROORKEE UNDER GE(MES) ROORKEE
2025_MES_740137_1
CEBZ/MRT/T-17 OF 2025-26
Open Tender
Civil Works
Item Rate
180 days
ROORKEE
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,000
GE MES ROORKEE
₹3.3 L
Yes
2 May 2026
17 Nov 2025
23 Dec 2025
17 Nov 2025
16 Dec 2025
9 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Security wall | - | - | - | - |
| 2 | Excavation over area n.exc 1.5mtr deep and getting out any type of soil complete all as specified and as directed by Engr-in-charge. | 1,734 | Cum | 100 | ₹1,73,400 |
| 3 | M&L for cement concrete (1:4:8)type D2 using 40mm graded aggregate as in foundation,filling and mass concreteetc all as specified and as directed by Engr-in Charge.. | 144.5 | Cum | 100 | ₹14,450 |
| 4 | M&L for RCC M-25 (Design Mix) (self compacting concrete) (using 20mm graded stone aggregate) in foundation, including rafts, footings, foundation beams, plinth beams, base for column etc all as specified and as directed. | 547.4 | Cum | 100 | ₹54,740 |
| 5 | M&L for RCC M-25 (Design Mix) (self compacting concrete) (using 20mm graded stone aggregate) in walls, retaining walls, basement walls, blast walls and the like any thickness above top of footings including attached pilasters and buttresses complete all as specified and as directed | 693.6 | Cum | 100 | ₹69,360 |
| 6 | Use and waste of form work to rough finished side of concrete foundation, footing bases of coloumn, rafts, raft beams and side and soffits of foundation and plinth beam similar work vertical batter complete all as specified and as directed by Engr-in Charge. | 1,698 | Sqm | 100 | ₹1,69,800 |
| 7 | Use and waste of formwork to face of walls, retaining walls and similar work including attached pilasters buttresses etc vertical or to batter flat and fair finished surface of concrete complete all as specified and as directed by Engr-in Charge. | 5,601.5 | Sqm | 100 | ₹5,60,150 |
| 8 | Use and waste of formwork to Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide. (Where RCC/PCC band in walls, spanning and opening, the formwork soffit for flat fair finished surfaces of concrete and as directed by Engr-in Charge | 3.96 | Sqm | 100 | ₹396 |
| 9 | M&L for High strength mild steel( TMT) reinforcement bars 5mm dia and over upto 10mm dia as in stirrups, spacers or binder complete all, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire(aneealed) not less than 0.9 mm dia or securing with clips all as specified and as directed by Engr-in Charge. | 3,629.21 | Kg | 100 | ₹3,62,921 |
| 10 | M&L for High strength mild steel( TMT) reinforcement bars 10mm dia and over , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire(aneealed) not less than 0.9 mm dia or securing with clips all as specified and as directed by Engr-in Charge. | 60,733.35 | Kg | 100 | ₹60,73,335 |
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