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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance HOUSE NO 251 E BLOCK ADARSH NAGAR BALLABHGARH FARIDABAD PIN 121004 HARYANA | FARIDABAD | FARIDABAD | HARYANA | 121004 | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 CrAdmitted-Finance R O 218 05 OPP J D A COMPLEX TRIKUTA NAGAR JAMMU J K PIN 180020 | JAMMU | JAMMU AND KASHMIR | 180020 | ₹1.1 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.1 CrAdmitted-Finance 361 BEHIND DAV SCHOOL JAWAHAR NAGAR SRINAGAR 190008 | SRINAGAR | JAMMU AND KASHMIR | 190008 | ₹1.1 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical HOUSE NO 89 BEHIND DD LEH LADAKH 194101 | LEH LADAKH | LADAKH | 194101 | - | - | Rejected-Technical Firm is unenlisted due to non renewal and not uploaded requisite documents as per NIT |
| 5 | Rejected-Technical | - | - | Rejected-Technical Due to not enlisted in requisite category |
| Sl No | Description | Qty | Unit | M/s Aman Enterprises L3 | national engineering L1 | M/S ZTECH L2 |
|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n.exc 15cm deep and getting out hard/dense soil . | 532.18 | Square Metre | 100 ₹53,218 | 110 ₹58,539.80 | 250 ₹1.3 L |
| 2.00 | Excavating 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 sq m on plan and n exc1.5 m in depth and getting out in hard dense soil complete all as specified & directed. | 318.95 | Cubic Metre | 450 ₹1.4 L | 210 ₹66,979.50 | 300 ₹95,685 |
| 3.00 | M&L PCC type D-2 1 :4 : 8 (40mm graded agg) in foundation, filling and mass concrete incl sub base of Bldg. | 25.24 | Cubic Metre | 6,500 ₹1.6 L | 7,000 ₹1.8 L | 8,500 ₹2.1 L |
| 4.00 | M&L for M-30 grade cement concrete using 20mm graded stone aggregates as in Foundations, including rafts,footings, foundation beams, plinth beams; bases for columns, etc. basement slabs,under-reamed piles and mass concrete complete all as specified & directed. | 64.47 | Cubic Metre | 14,500 ₹9.3 L | 10,000 ₹6.4 L | 8,500 ₹5.5 L |
| 5.00 | M&L for M-30 grade cement concrete using 20mm graded stone aggregates as in Columns, pillars, piers, posts and struts complete all as specified & directed. | 21.47 | Cubic Metre | 14,500 ₹3.1 L | 10,000 ₹2.1 L | 8,500 ₹1.8 L |
| 6.00 | M&L for M-30 grade cement concrete using 20mm graded stone aggregates as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified & directed. | 26.55 | Cubic Metre | 14,500 ₹3.8 L | 10,000 ₹2.7 L | 8,500 ₹2.3 L |
| 7.00 | M&L for flat rough finished form work to side of concrete foundations, footings, bases of coloumns, raft and raft beam, sides and soffits (if any) of foundation and plinth beams, and similar works.etc. | 360.88 | Square Metre | 350 ₹1.3 L | 400 ₹1.4 L | 1,000 ₹3.6 L |
| 8.00 | M&L for flat rough finished form work to side of pillars, posts, struts, piers, columns and stanchions.etc | 245.7 | Square Metre | 250 ₹61,425 | 400 ₹98,280 | 799 ₹2.0 L |
| 9.00 | M&L for flat rough finished form work to sides and soffits of floor or roof beams, beam haunchings girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc | 301.97 | Square Metre | 300 ₹90,591 | 400 ₹1.2 L | 500 ₹1.5 L |
| 10.00 | S&F mild steel TMT bars 10mm dia and over cut to length bent to shape required incl cranking bending spirally for hooping etc and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips. | 12,002.55 | Kilogram | 160 ₹19.2 L | 130 ₹15.6 L | 132 ₹15.8 L |
Tender Value
₹99.7 L
EMD Value
₹1.7 L
Closing Date
12 May 2026, 6:00 pmClosed
CWE KHUMBATHANG
HQ CWE KHUMBATHANG C/O 56 APO PIN-900270
WORK FOR EXECUTION OF CERTAIN LBW AT KARGIL UNDER GE KARGIL
2026_MES_760196_1
80051/02/2026-27
Open Tender
Civil Works
270 days
KARGIL
Class C and above, Cat a(i)
9 documents required · 9 mandatory
₹1,000
GE KARGIL
₹1.7 L
Yes
1 Jun 2026
13 Apr 2026
15 May 2026
13 Apr 2026
12 May 2026
5 May 2026
13 Apr 2026 - 4 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Surface dressing n.exc 15cm deep and getting out hard/dense soil . | - | Square Metre | - | - | |
Excavating 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 sq m on plan and n exc1.5 m in depth and getting out in hard dense soil complete all as specified & directed. | - | Cubic Metre | - | - | |
M&L PCC type D-2 1 :4 : 8 (40mm graded agg) in foundation, filling and mass concrete incl sub base of Bldg. | - | Cubic Metre | - | - | |
M&L for M-30 grade cement concrete using 20mm graded stone aggregates as in Foundations, including rafts,footings, foundation beams, plinth beams; bases for columns, etc. basement slabs,under-reamed piles and mass concrete complete all as specified & directed. | - | Cubic Metre | - | - | |
M&L for M-30 grade cement concrete using 20mm graded stone aggregates as in Columns, pillars, piers, posts and struts complete all as specified & directed. | - | Cubic Metre | - | - | |
M&L for M-30 grade cement concrete using 20mm graded stone aggregates as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified & directed. | - | Cubic Metre | - | - | |
M&L for flat rough finished form work to side of concrete foundations, footings, bases of coloumns, raft and raft beam, sides and soffits (if any) of foundation and plinth beams, and similar works.etc. | - | Square Metre | - | - | |
M&L for flat rough finished form work to side of pillars, posts, struts, piers, columns and stanchions.etc | - | Square Metre | - | - | |
M&L for flat rough finished form work to sides and soffits of floor or roof beams, beam haunchings girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc | - | Square Metre | - | - | |
S&F mild steel TMT bars 10mm dia and over cut to length bent to shape required incl cranking bending spirally for hooping etc and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips. | - | Kilogram | - | - |
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