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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.2 LAccepted-AOC | ₹42.2 L | L1 | Accepted-AOC Being Lowest |
| 2 | L2₹49.0 LRejected-Finance | ₹49.0 L | L2 | Rejected-Finance Found not OK |
| 3 | L3₹49.7 LRejected-Finance | ₹49.7 L | L3 | Rejected-Finance Found not OK |
| 4 | L4₹51.2 LRejected-Finance 6 51 OLD POST OFFICE LANE UDHAMPUR 182101 | UDHAMPUR | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹51.2 L | L4 | Rejected-Finance Found not OK |
| 5 | L5₹52.3 LRejected-Finance | ₹52.3 L | L5 | Rejected-Finance Found not OK |
| Sl No | Description | Qty | Unit | M/S KEWAL KRISHAN SANJEEV KUMAR VAID L6 | M/S KIRAN CONSTRUCTIONS L8 | m/s vaid contractor and builders L1 | NATIONAL TRADING COMPANY L9 | M/S VINAY KUMAR SHARMA L7 | M/S CHOUDHARY DEWAN CHAND & SONS L2 | M/s KAPIL KUMAR KHATTAR L3 | M/S MAHALUXMI BUILDERS L4 | M/S KALSI ENGINEERS AND CONTRACTORS L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Rough excavation not exceeding 1.5 m deep and getting out in any type of soil, complete all as specified and directed by Engineer-in-Charge. | 473 | CUM | 250 ₹1.2 L | 150 ₹70,950 | 90 ₹42,570 | 300 ₹1.4 L | 220 ₹1.0 L | 50 ₹23,650 | 150 ₹70,950 | 310 ₹1.5 L | 150 ₹70,950 |
| 2.00 | Excavation over areas, exceeding 1.5 m deep but not exceeding 3.00 m deep in any type of soil and getting out, complete all as specified and directed by Engineer-in-Charge. | 473 | CUM | 250 ₹1.2 L | 200 ₹94,600 | 90 ₹42,570 | 350 ₹1.7 L | 220 ₹1.0 L | 100 ₹47,300 | 150 ₹70,950 | 235 ₹1.1 L | 150 ₹70,950 |
| 3.00 | Excavation over areas, exceeding 3 m deep and but not exceeding 4.50 m deep in any type of soil and getting out, complete all as specified and directed by Engineer-in-Charge. | 473 | CUM | 250 ₹1.2 L | 300 ₹1.4 L | 120 ₹56,760 | 400 ₹1.9 L | 250 ₹1.2 L | 100 ₹47,300 | 200 ₹94,600 | 245 ₹1.2 L | 150 ₹70,950 |
| 4.00 | Excavation over areas, exceeding 4.50 m deep but not exceeding 6.0 m deep in any type of soil and getting out, complete all as specified and directed by Engineer-in-Charge. | 315 | CUM | 250 ₹78,750 | 400 ₹1.3 L | 130 ₹40,950 | 450 ₹1.4 L | 300 ₹94,500 | 100 ₹31,500 | 250 ₹78,750 | 310 ₹97,650 | 200 ₹63,000 |
| 5.00 | M&L for cement concrete in foundation filling and mass concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) complete all as specified and directed. | 94.5 | CUM | 4,000 ₹3.8 L | 4,500 ₹4.3 L | 3,600 ₹3.4 L | 4,200 ₹4.0 L | 3,400 ₹3.2 L | 2,800 ₹2.6 L | 3,500 ₹3.3 L | 3,498 ₹3.3 L | 3,000 ₹2.8 L |
| 6.00 | M&L for walling of random rubble stone masonry with stone such as granite, basalt or trap, uncoursed well bonded bedded and solidly hearted built in CM 1:4 complete all as specifed and directed by Engr-in-Charge (PCC bond stones to be used in lieu of stone bond stones the same shall be measured and paid separately). | 970 | CUM | 3,300 ₹32.0 L | 4,500 ₹43.6 L | 2,900 ₹28.1 L | 4,500 ₹43.6 L | 3,600 ₹34.9 L | 3,827 ₹37.1 L | 3,300 ₹32.0 L | 3,400 ₹33.0 L | 3,650 ₹35.4 L |
| 7.00 | M&L for precast cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in bond stone in retaining wall, set in CM 1:4 complete with joints including necessary form work to match complete all as specified and directed. | 85 | CUM | 5,500 ₹4.7 L | 6,000 ₹5.1 L | 4,500 ₹3.8 L | 4,200 ₹3.6 L | 5,000 ₹4.3 L | 4,500 ₹3.8 L | 5,503.8 ₹4.7 L | 6,200 ₹5.3 L | 7,000 ₹6.0 L |
| 8.00 | M&L 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in coping/bed block and benching including weathering slightly rounded or chamfered angles and throating including necessary form work, complete all as specified ad directed. | 5 | CUM | 6,000 ₹30,000 | 6,000 ₹30,000 | 2,000 ₹10,000 | 5,000 ₹25,000 | 5,000 ₹25,000 | 4,500 ₹22,500 | 5,684.78 ₹28,423.90 | 5,200 ₹26,000 | 5,000 ₹25,000 |
| 9.00 | M&L for PVC pipe 75mm dia of pressure rating 10 Kg/Sqcm fixed in retaining wall as weep holes complete all as specified and directed. | 750 | RM | 350 ₹2.6 L | 250 ₹1.9 L | 140 ₹1.1 L | 230 ₹1.7 L | 300 ₹2.3 L | 120 ₹90,000 | 150 ₹1.1 L | 235 ₹1.8 L | 175 ₹1.3 L |
| 10.00 | Extra over stone walling for hammer dressing with depression on face from straight edge held against the dressed surface not exceeding 40mm to face stones and dressing of face beds and joints, as specified of random rubble walling uncoursed or brought upto courses complete all as specified and directed. | 240 | Sqm | 50 ₹12,000 | 200 ₹48,000 | 10 ₹2,400 | 100 ₹24,000 | 100 ₹24,000 | 40 ₹9,600 | 50 ₹12,000 | 65 ₹15,600 | 150 ₹36,000 |
Updated dates
Tender Value
₹82.8 L
EMD Value
₹1.5 L
Closing Date
25 Apr 2026, 6:00 pmClosed
CWE NAGROTA
HQ CWE NAGROTA C/O 56 APO
PROVISION OF RETAINING WALL AT SILA GARRISON UNDER GE NAGROTA
2026_MES_751792_2
CWE/NGT-68/2025-26
Open Tender
Civil Works
180 days
GE NAGROTA
As per NIT
7 documents required · 7 mandatory
₹1,000
GE NAGROTA
₹1.5 L
Yes
9 May 2026
4 Apr 2026
27 Apr 2026
4 Apr 2026
25 Apr 2026
11 Apr 2026
4 Apr 2026 - 7 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Rough excavation not exceeding 1.5 m deep and getting out in any type of soil, complete all as specified and directed by Engineer-in-Charge. | - | CUM | - | - | |
Excavation over areas, exceeding 1.5 m deep but not exceeding 3.00 m deep in any type of soil and getting out, complete all as specified and directed by Engineer-in-Charge. | - | CUM | - | - | |
Excavation over areas, exceeding 3 m deep and but not exceeding 4.50 m deep in any type of soil and getting out, complete all as specified and directed by Engineer-in-Charge. | - | CUM | - | - | |
Excavation over areas, exceeding 4.50 m deep but not exceeding 6.0 m deep in any type of soil and getting out, complete all as specified and directed by Engineer-in-Charge. | - | CUM | - | - | |
M&L for cement concrete in foundation filling and mass concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) complete all as specified and directed. | - | CUM | - | - | |
M&L for walling of random rubble stone masonry with stone such as granite, basalt or trap, uncoursed well bonded bedded and solidly hearted built in CM 1:4 complete all as specifed and directed by Engr-in-Charge (PCC bond stones to be used in lieu of stone bond stones the same shall be measured and paid separately). | - | CUM | - | - | |
M&L for precast cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in bond stone in retaining wall, set in CM 1:4 complete with joints including necessary form work to match complete all as specified and directed. | - | CUM | - | - | |
M&L 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in coping/bed block and benching including weathering slightly rounded or chamfered angles and throating including necessary form work, complete all as specified ad directed. | - | CUM | - | - | |
M&L for PVC pipe 75mm dia of pressure rating 10 Kg/Sqcm fixed in retaining wall as weep holes complete all as specified and directed. | - | RM | - | - | |
Extra over stone walling for hammer dressing with depression on face from straight edge held against the dressed surface not exceeding 40mm to face stones and dressing of face beds and joints, as specified of random rubble walling uncoursed or brought upto courses complete all as specified and directed. | - | Sqm | - | - |
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