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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.7 LAccepted-Finance | ₹17.7 L | L1 | Accepted-Finance Being L1 |
| 2 | L2₹19.1 L+₹1.4 L (8.06%)Rejected-Finance | ₹19.1 L+₹1.4 L (8.06%) | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹19.7 L+₹2.0 L (11.5%)Rejected-Finance | ₹19.7 L+₹2.0 L (11.5%) | L3 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | R.K. Works L2 | Nitika electricals and engineers works L3 | bamral builder L1 |
|---|---|---|---|---|---|---|
| 1.00 | M&L for excavating in post holes for any type of soil (or similar holes) each n.exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm watering and removing surplus soil to a distance n exc 50m and making good surface complete all as specified and directed by Engineer-in-Charge. | 202 | Each | 200 ₹40,400 | 220 ₹44,440 | 190 ₹38,380 Lowest |
| 2.00 | M&L for removing excavated material beyond 50m and not exc 250m depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and directed by Engineer-in-Charge. | 45.45 | Cum | 50 ₹2,272.5 | 40 ₹1,818 | 30 ₹1,363.5 Lowest |
| 3.00 | M&L for Hardcore of broken stone or boulders of gauge n exc. 63mm deposited, spread and levalled in layers n exc. 15cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge. | 5.05 | Cum | 1,200 ₹6,060 | 1,000 ₹5,050 Lowest | 1,500 ₹7,575 |
| 4.00 | M&L for cement concrete type C2 1:3:6 (40mm graded aggregate) in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 40.4 | Cum | 3,500 ₹1,41,400 | 4,000 ₹1,61,600 | 2,900 ₹1,17,160 Lowest |
| 5.00 | S&F for hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for bajusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. Wind tiles for roof including securing bolts, posts and struts in fencing including curring tops to shape as directed, drilling holes, notching for wire etc flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting, etc and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-Charge. | 12,968.26 | Kg | 100 ₹12,96,826 | 102 ₹13,22,762.52 | 97 ₹12,57,921.22 Lowest |
| 6.00 | M&L for preparation of new steel surfaces of any description, over 10cm in whdth or girth and applying two coat of synthetic enamel paint over Red oxide primer, not otherwise described complete all as specified and directed by Engineer-in-Charge. | 571.33 | Sqm | 70 ₹39,993.1 | 50 ₹28,566.5 Lowest | 60 ₹34,279.8 |
| 7.00 | S&F for pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge. | 450 | Sqm | 850 ₹3,82,500 | 900 ₹4,05,000 | 690 ₹3,10,500 Lowest |
| 8.00 | M&L for treating surfaces of steel and iron work, any description, width or girth, with ready mixed black bituminous paint over one coat of red oxide for surface coming in contract with the cement concrete complete all as specified and directed by Engineer-in-Charge. | 30 | Sqm | 70 ₹2,100 | 100 ₹3,000 | 60.69 ₹1,820.7 Lowest |
Tender Value
₹20.6 L
EMD Value
₹41,160
Closing Date
28 Aug 2026, 6:00 pmClosed
MAJOR NAVANKUR SHRIVASTAVA
GE (PROJECT) NAGROTA
PROVISION OF VIEW CUTTER FOR BOUNDARY WALL UNDER AGE BR OF GE (P) NAGROTA
2026_MES_782221_1
8001/GE(P)/NGT-03/2026-27
Open Tender
Civil Works
Works
180 days
GE (PROJECT) NAGROTA
please refer tender documents
8 documents required · 8 mandatory
₹500
Yes
GE (PROJECT) NAGROTA
₹41,160
31 Aug 2026
1 Aug 2026
31 Aug 2026
1 Aug 2026
28 Aug 2026
14 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for excavating in post holes for any type of soil (or similar holes) each n.exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm watering and removing surplus soil to a distance n exc 50m and making good surface complete all as specified and directed by Engineer-in-Charge. | 202 | Each | 1.25 | ₹252.5 |
| 2 | M&L for removing excavated material upto 250m and depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and directed by Engineer-in-Charge. | 45.45 | Cum | 1.25 | ₹56.81 |
| 3 | M&L for Hardcore of broken stone or boulders of gauge n exc. 63mm deposited, spread and levalled in layers n exc. 15cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge. | 5.05 | Cum | 1.25 | ₹6.31 |
| 4 | M&L for cement concrete type C2 1:3:6 (40mm graded aggregate) in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 40.4 | Cum | 1.25 | ₹50.5 |
| 5 | S&F for hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for bajusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. Wind tiles for roof including securing bolts, posts and struts in fencing including curring tops to shape as directed, drilling holes, notching for wire etc flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting, etc and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed by Engineer-in-Charge. | 12,968.26 | Kg | 1.25 | ₹16,210.33 |
| 6 | M&L for preparation of new steel surfaces of any description, over 10cm in whdth or girth and applying two coat of synthetic enamel paint over Red oxide primer, not otherwise described complete all as specified and directed by Engineer-in-Charge. | 601.33 | Sqm | 1.25 | ₹751.66 |
| 7 | S&F for pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge. | 450 | Sqm | 1.25 | ₹562.5 |
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