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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₹28.0 LAdmitted-Finance RAMA PARK A 121 BLOCK A UTTAM NAGAR WEST DELHI DELHI 110059 | DELHI | WEST DELHI | DELHI | 110059 | L1 | Admitted-Finance | |
| 2 | L2₹30.3 L+₹2.3 L (8.24%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹30.8 L+₹2.8 L (9.88%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹31.7 L+₹3.7 L (13.0%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹31.9 L+₹3.9 L (14.0%)Admitted-Finance RZF 498 MG MARG RAJ NAGAR II PALAM DELHI CANTT 110077 | NEW DELHI | DELHI | 110077 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MRITUNJYA ASSOCIATES L5 | HANUMAN BUILDERS L1 | M/S Yamin L4 | M/s Vijay Enterprises L2 | PRAGATI BUILDERS L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specifiec and directed. | 38 | Cum | 249 ₹9,462 | 270 ₹10,260 | 200 ₹7,600 | 300 ₹11,400 | 150 ₹5,700 Lowest |
| 2.00 | M&L for PCC (1:4:8) Type D-2 (using 40 mm graded crushed stone aggregate) in foundations,filling and mass concrete complete all as specified and directed. | 2.6 | Cum | 2,999 ₹7,797.4 | 2,250 ₹5,850 Lowest | 4,000 ₹10,400 | 3,800 ₹9,880 | 2,500 ₹6,500 |
| 3.00 | M & L for RCC M-30 (Design mix) (using 20mm graded crushed stone aggregate) for footing / plinth beams complete all as specified and directed. | 22 | Cum | 6,999 ₹1,53,978 | 6,200 ₹1,36,400 | 6,000 ₹1,32,000 Lowest | 6,000 ₹1,32,000 Lowest | 6,000 ₹1,32,000 Lowest |
| 4.00 | M & L for RCC M-30 (Design mix) (using 20mm graded crushed stone aggregate) for columns complete all as specified and directed. | 7.5 | Cum | 7,999 ₹59,992.5 | 7,200 ₹54,000 | 9,999 ₹74,992.5 | 6,500 ₹48,750 | 6,000 ₹45,000 Lowest |
| 5.00 | M & L for RCC M-30 (Design mix) (using 20 mm graded crushed stone aggregate) in lintel, roof beam, chajja etc., complete all as specified and directed. | 18 | Cum | 6,999 ₹1,25,982 | 7,200 ₹1,29,600 | 9,999 ₹1,79,982 | 6,500 ₹1,17,000 | 6,000 ₹1,08,000 Lowest |
| 6.00 | Use and waste of forwork to sides of concrete foundation, footings,foundation and plinth beam, and base of columns, incl supports over hangs etc,.complete all as specified and directed. | 105 | sqm | 329 ₹34,545 | 200 ₹21,000 Lowest | 350 ₹36,750 | 300 ₹31,500 | 300 ₹31,500 |
| 7.00 | Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc complete all as specifiec and directed. | 110 | Sqm | 329 ₹36,190 | 250 ₹27,500 Lowest | 350 ₹38,500 | 400 ₹44,000 | 300 ₹33,000 |
| 8.00 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions complete all as specifiec and directed. | 55 | Sqm | 329 ₹18,095 | 300 ₹16,500 Lowest | 350 ₹19,250 | 450 ₹24,750 | 300 ₹16,500 Lowest |
| 9.00 | M&L for TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and directed. | 2,500 | Kg | 99 ₹2,47,500 | 88 ₹2,20,000 Lowest | 100 ₹2,50,000 | 99 ₹2,47,500 | 99 ₹2,47,500 |
| 10.00 | -Ditto- all as per srl item No. 9.00 here-in-before but as in stirrups. | 400 | Kg | 99 ₹39,600 | 88 ₹35,200 Lowest | 100 ₹40,000 | 100 ₹40,000 | 99 ₹39,600 |
Tender Value
₹35.8 L
EMD Value
₹71,500
Closing Date
22 Sept 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
HQ CWE (U) Delhi Cantt-110010
HQ CWE (U) Delhi Cantt-110010
PROVISION OF TEMPORARY OFFICE SPACE FOR STAFF AND CIVILIAN OF DIPAC AT DIPAC CVD COMPLEX DELHI CANTT-10
2026_MES_786599_1
CWE(U)/D-51/2025-26
Open Tender
Civil Works
Works
180 days
HQ CWE (U) Delhi Cantt-110010
As per tender documents
10 documents required · 10 mandatory
₹500
AGE (I) (U) B/R
₹71,500
Yes
16 Oct 2026
27 Aug 2026
29 Sept 2026
27 Aug 2026
22 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specifiec and directed. | 38 | Cum | - | - |
| 2 | M&L for PCC (1:4:8) Type D-2 (using 40 mm graded crushed stone aggregate) in foundations,filling and mass concrete complete all as specified and directed. | 2.6 | Cum | - | - |
| 3 | M & L for RCC M-30 (Design mix) (using 20mm graded crushed stone aggregate) for footing / plinth beams complete all as specified and directed. | 22 | Cum | - | - |
| 4 | M & L for RCC M-30 (Design mix) (using 20mm graded crushed stone aggregate) for columns complete all as specified and directed. | 7.5 | Cum | - | - |
| 5 | M & L for RCC M-30 (Design mix) (using 20 mm graded crushed stone aggregate) in lintel, roof beam, chajja etc., complete all as specified and directed. | 18 | Cum | - | - |
| 6 | Use and waste of forwork to sides of concrete foundation, footings,foundation and plinth beam, and base of columns, incl supports over hangs etc,.complete all as specified and directed. | 105 | sqm | - | - |
| 7 | Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc complete all as specifiec and directed. | 110 | Sqm | - | - |
| 8 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions complete all as specifiec and directed. | 55 | Sqm | - | - |
| 9 | M&L for TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and directed. | 2,500 | Kg | - | - |
| 10 | -Ditto- all as per srl item No. 9.00 here-in-before but as in stirrups. | 400 | Kg | - | - |
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