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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-Finance 0 MANPUR CHITBARAGAON CHITBARAGAON BALLIA UTTAR PRADESH 221713 | BALLIA | UTTAR PRADESH | 221713 | ₹1.1 Cr | L1 | Accepted-Finance LOWEST BIDDER |
| 2 | L2₹1.2 Cr+₹8.7 L (7.96%)Rejected-Finance | ₹1.2 Cr+₹8.7 L (7.96%) | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 3 | L3₹1.2 Cr+₹11.0 L (10.1%)Rejected-Finance | ₹1.2 Cr+₹11.0 L (10.1%) | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 4 | L4₹1.3 Cr+₹21.7 L (19.9%)Rejected-Finance HOUSE NO 97 MOHALLA AFGHANA GALI KRISHAN DWARA JAMMU | JAMMU | JAMMU | JAMMU AND KASHMIR | ₹1.3 Cr+₹21.7 L (19.9%) | L4 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 5 | L5₹1.6 Cr+₹48.4 L (44.6%)Rejected-Finance MAIN BAZAR SURANKOTE DISTT POONCH 185121 J K | SURANKOTE | POONCH | J K | 185121 | ₹1.6 Cr+₹48.4 L (44.6%) | L5 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| Sl No | Description | Qty | Unit | M/S KIRAN CONSTRUCTIONS L5 | M/S KEWAL KRISHAN SANJEEV KUMAR VAID L6 | TRIKUTA INFRATECH AND DEVELOPERS PVT LTD L3 | NATIONAL TRADING COMPANY L1 | M/s EMM KAY BUILDERS L7 | CCC (CHOUDHARY CONSTRUCTION COMPANY) L2 | M/S RAVI KUMAR L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over area n.exc. 1.50m wide and n. exc. 1.50m in depth 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 complete in hard/dense soil complete all as specified and directed. | 300 | Cum | 200 ₹60,000 | 200 ₹60,000 | 400 ₹1,20,000 | 100 ₹30,000 Lowest | 250 ₹75,000 | 177 ₹53,100 | 300 ₹90,000 |
| 2.00 | Excavation over area n.exc. 1.50m wide and n. exc. 1.50m in depth 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 complete in soft/disintegrated soil complete all as specified and directed. | 66 | Cum | 200 ₹13,200 | 200 ₹13,200 | 150 ₹9,900 | 120 ₹7,920 Lowest | 250 ₹16,500 | 407 ₹26,862 | 300 ₹19,800 |
| 3.00 | Excavation in trenches n.exc. 1.50m wide and n. exc. 1.50m in depth 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 complete in soft/disintegrated soil complete all as specified and directed. | 38 | Cum | 200 ₹7,600 | 200 ₹7,600 | 150 ₹5,700 | 120 ₹4,560 Lowest | 250 ₹9,500 | 677 ₹25,726 | 300 ₹11,400 |
| 4.00 | Excavation in trenches n.exc. 1.50m wide and n. exc. 1.50m in depth 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 complete in any type of soil complete all as specified and directed. | 68 | Cum | 200 ₹13,600 | 200 ₹13,600 | 300 ₹20,400 | 150 ₹10,200 Lowest | 250 ₹17,000 | 577 ₹39,236 | 300 ₹20,400 |
| 5.00 | Excavation over area n.exc. 1.50m wide and n. exc. 1.50m in depth 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 complete in any type of soil complete all as specified and directed. | 236 | Cum | 200 ₹47,200 | 200 ₹47,200 | 300 ₹70,800 | 150 ₹35,400 Lowest | 250 ₹59,000 | 377 ₹88,972 | 300 ₹70,800 |
| 6.00 | Excavation in trenches exc. 1.50m wide and n. exc. 3.0m in depth 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 complete in any type of soil complete all as specified and directed. | 16 | Cum | 200 ₹3,200 | 200 ₹3,200 | 300 ₹4,800 | 120 ₹1,920 Lowest | 800 ₹12,800 | 777 ₹12,432 | 400 ₹6,400 |
| 7.00 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in & raming earth/ broken rubble mixed with earth around, in layers n. exc. 25cm, watering, & removing surplus soil to a distance n exc 50m & making good surface in any type of soil complete in any type of soil complete all as specified and directed. | 650 | Each | 100 ₹65,000 | 100 ₹65,000 | 120 ₹78,000 | 90 ₹58,500 Lowest | 150 ₹97,500 | 207 ₹1,34,550 | 300 ₹1,95,000 |
| 8.00 | Returning, filling in including spreading, leveling watering and well ramming in layers not exc 25 cm thick in any type of soil complete all as specified and directed. | 219 | Cum | 50 ₹10,950 | 30 ₹6,570 | 60 ₹13,140 | 20 ₹4,380 Lowest | 100 ₹21,900 | 67 ₹14,673 | 150 ₹32,850 |
| 9.00 | Removing surplus excavated soil to a distance not exc. 50 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and as directed by Engr-in-Charge. | 610 | Cum | 50 ₹30,500 | 50 ₹30,500 | 80 ₹48,800 | 30 ₹18,300 Lowest | 100 ₹61,000 | 127 ₹77,470 | 100 ₹61,000 |
| 10.00 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base soil retrived from excavation..complete all as spd and directed by Engr-in-charge. | 66 | Cum | 100 ₹6,600 | 100 ₹6,600 | 200 ₹13,200 | 60 ₹3,960 Lowest | 250 ₹16,500 | 77 ₹5,082 | 200 ₹13,200 |
Tender Value
₹1.2 Cr
EMD Value
₹1.9 L
Closing Date
7 May 2026, 6:00 pmClosed
HQ CWE AF Jammu
HQ CWE (AF) Jammu Air Force Station Jammu
CA NO CWEAFJ-59/2025-26 PROVN OF CHAIN LINKED FENCING WITH GATES AND CONCERTINA COIL AT OPS LOCATION PIR BHADRESHWAR UNDER GE (AF) JAMMU
2026_MES_758400_1
CA NO CWEAFJ-59/2025-26
Open Tender
Civil Works
Item Rate
365 days
JAMMU
As per NIT and Tender document
9 documents required · 9 mandatory
₹1,000
GE AF Jammu
₹1.9 L
Yes
1 Jul 2026
30 Mar 2026
9 May 2026
30 Mar 2026
7 May 2026
30 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation over area n.exc. 1.50m wide and n. exc. 1.50m in depth 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 complete in hard/dense soil complete all as specified and directed. | |||||
| 2Excavation over area n.exc. 1.50m wide and n. exc. 1.50m in depth 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 complete in soft/disintegrated soil complete all as specified and directed. | |||||
| 3Excavation in trenches n.exc. 1.50m wide and n. exc. 1.50m in depth 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 complete in any type of soil complete all as specified and directed. | |||||
| 4Excavation in trenches exc. 1.50m wide and n. exc. 3.0m in depth 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 complete in any type of soil complete all as specified and directed. | |||||
| 5Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in & raming earth/ broken rubble mixed with earth around, in layers n. exc. 25cm, watering, & removing surplus soil to a distance n exc 50m & making good surface in any type of soil complete in any type of soil complete all as specified and directed. | |||||
| 6Returning, filling in including spreading, leveling watering and well ramming in layers not exc 25 cm thick in any type of soil complete all as specified and directed. | |||||
| 7Removing of excavated material (soil) from distance exc 5.Km from excavated soil lacation as directed by Engr-in-Charge (i.e Out side AF Stn) or where low laying area complete all as specified and directed by Engr-in-Charge. | |||||
| 8Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base soil retrived from excavation..complete all as spd and directed by Engr-in-charge. | |||||
| 9Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed by Engr-In-Charge. | |||||
| 10Formwork to faces of walls, retaining walls, abutments, parapets & staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to better Fair finished surfaces of concrete flat complete all as specified and as directed by Engr-In-Charge. | |||||
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