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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.9 LAccepted-AOC | ₹15.9 L | L1 | Accepted-AOC Being Lowest |
| 2 | L2₹15.9 LRejected-Finance | ₹15.9 L | L2 | Rejected-Finance Found Not OK |
| 3 | L3₹16.6 LRejected-Finance | ₹16.6 L | L3 | Rejected-Finance Found Not OK |
| 4 | L4₹17.7 LRejected-Finance NEW JAIL ROAD UDHAMPUR J K 182101 | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹17.7 L | L4 | Rejected-Finance Found Not OK |
| 5 | L5₹18.3 LRejected-Finance BAGGU NALLAH CHAMPA NEAR CHINAR MARKET BATOTE DISTT RAMBAN 182204 J K | BATOTE | RAMBAN | JAMMU AND KASHMIR | 182204 | ₹18.3 L | L5 | Rejected-Finance Found Not OK |
| Sl No | Description | Qty | Unit | SINGH CONST CO L4 | VEER TRADERS L3 | A S CONSTRUCTION L8 | m/s vaid contractor and builders L1 | M/S Virinder Sharma L7 | M/S KOTWAL CONSTRUCTIONS L2 | M/S IMRAN MAJID L5 | KESAR CONST CO L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in any type soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width as well as 10 sqm on plan), including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as
directed, within a lead of 50 m and lift upto 1.5 m, complete all as specified and directed. | 60 | Cum | 200 ₹12,000 | 80 ₹4,800 | 120 ₹7,200 | 90 ₹5,400 | 150 ₹9,000 | 100 ₹6,000 | 200 ₹12,000 | 200 ₹12,000 |
| 2.00 | PCC 1:3:6 type C-2 as in foundation filling and mass concrete using 40mm graded crushed stone aggregates, complete all as specified and directed. | 12 | Cum | 3,400 ₹40,800 | 2,700 ₹32,400 | 3,200 ₹38,400 | 4,000 ₹48,000 | 2,500 ₹30,000 | 2,500 ₹30,000 | 4,000 ₹48,000 | 3,500 ₹42,000 |
| 3.00 | Walling of random rubble stone masonry with stone such as granite, basalt or trap brought up to courses welL bonded bedded and solidly hearted laid in cement motar (1:6) complete all as specified and directed (PCC bond stones to be used in lieu of stone bond stones and the same shall be measured and paid separately). | 90 | Cum | 3,300 ₹3.0 L | 2,300 ₹2.1 L | 2,300 ₹2.1 L | 2,121 ₹1.9 L | 2,300 ₹2.1 L | 2,300 ₹2.1 L | 2,500 ₹2.3 L | 2,700 ₹2.4 L |
| 4.00 | PCC 1:2:4 type B-1 as in coping, bands etc using 20mm graded crushed stone aggregates, including necessary form work complete all as specified and directed. | 7 | Cum | 4,000 ₹28,000 | 4,500 ₹31,500 | 3,300 ₹23,100 | 4,000 ₹28,000 | 3,500 ₹24,500 | 5,000 ₹35,000 | 5,000 ₹35,000 | 5,000 ₹35,000 |
| 5.00 | Raised pointing to random rubble walling uncoursed in CM (1:3) complete all as specified and directed. | 14.5 | X Sqm | 700 ₹10,150 | 900 ₹13,050 | 1,100 ₹15,950 | 900 ₹13,050 | 500 ₹7,250 | 1,000 ₹14,500 | 200 ₹2,900 | 800 ₹11,600 |
| 6.00 | Extra over stone wall for hammer dressing with depression on face from straight edge held against the dressed surface n.exc 40 mm 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. | 191 | Sqm | 40 ₹7,640 | 50 ₹9,550 | 100 ₹19,100 | 10 ₹1,910 | 140 ₹26,740 | 50 ₹9,550 | 100 ₹19,100 | 50 ₹9,550 |
| 7.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25cm, complete all as specified and directed. | 11 | Sqm | 109 ₹1,199 | 30 ₹330 | 400 ₹4,400 | 20 ₹220 | 100 ₹1,100 | 20 ₹220 | 100 ₹1,100 | 50 ₹550 |
| 8.00 | Excavation in post holes (or similar holes ) each n.exc 0.5 Cum getting out, returning filling in and ramming each or broken rubble mixed with earth around in layers not exceeding 25 cm watering and removing surplus soil to a distance n exc 50 m and making good surface, complete all as specified and directed. | 220 | Each | 70 ₹15,400 | 80 ₹17,600 | 150 ₹33,000 | 90 ₹19,800 | 175 ₹38,500 | 110 ₹24,200 | 200 ₹44,000 | 200 ₹44,000 |
| 9.00 | Plain cement concrete type D-2(1:4:8) using 40mm graded crushed stone agg as in foundition filling and mass concrete, complete all as specified and directed. | 27 | Cum | 3,000 ₹81,000 | 2,500 ₹67,500 | 3,500 ₹94,500 | 3,031 ₹81,837 | 2,400 ₹64,800 | 2,200 ₹59,400 | 3,000 ₹81,000 | 2,500 ₹67,500 |
| 10.00 | Joist, channel, angle, or tee sections Fe 410-W (Gde-E-250 quality-A), fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated), complete all as specified and directed. | 6,143 | Kg | 92 ₹5.7 L | 90 ₹5.5 L | 99 ₹6.1 L | 90.99 ₹5.6 L | 110 ₹6.8 L | 90 ₹5.5 L | 100 ₹6.1 L | 100 ₹6.1 L |
Tender Value
₹21.3 L
EMD Value
₹42,540
Closing Date
21 Apr 2026, 6:00 pmClosed
CWE NAGROTA
HQ CWE NAGROTA C/o 56 APO Nagrota Jammu
PROVN OF CHAIN LINK FENCING AT TIGER HILL UNDER AGE (I) BHALRA
2026_MES_758495_1
CWE/NGT-70/2025-26
Open Tender
Civil Works
180 days
AGE (I) Bhalra
As per NIT
8 documents required · 8 mandatory
₹500
AGE (I) Bhalra
₹42,540
Yes
9 May 2026
30 Mar 2026
23 Apr 2026
30 Mar 2026
21 Apr 2026
14 Apr 2026
30 Mar 2026 - 7 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Earth work in excavation in any type soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width as well as 10 sqm on plan), including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as
directed, within a lead of 50 m and lift upto 1.5 m, complete all as specified and directed. | - | Cum | - | - | |
PCC 1:3:6 type C-2 as in foundation filling and mass concrete using 40mm graded crushed stone aggregates, complete all as specified and directed. | - | Cum | - | - | |
Walling of random rubble stone masonry with stone such as granite, basalt or trap brought up to courses welL bonded bedded and solidly hearted laid in cement motar (1:6) complete all as specified and directed (PCC bond stones to be used in lieu of stone bond stones and the same shall be measured and paid separately). | - | Cum | - | - | |
PCC 1:2:4 type B-1 as in coping, bands etc using 20mm graded crushed stone aggregates, including necessary form work complete all as specified and directed. | - | Cum | - | - | |
Raised pointing to random rubble walling uncoursed in CM (1:3) complete all as specified and directed. | - | X Sqm | - | - | |
Extra over stone wall for hammer dressing with depression on face from straight edge held against the dressed surface n.exc 40 mm 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 | - | - | |
Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25cm, complete all as specified and directed. | - | Sqm | - | - | |
Excavation in post holes (or similar holes ) each n.exc 0.5 Cum getting out, returning filling in and ramming each or broken rubble mixed with earth around in layers not exceeding 25 cm watering and removing surplus soil to a distance n exc 50 m and making good surface, complete all as specified and directed. | - | Each | - | - | |
Plain cement concrete type D-2(1:4:8) using 40mm graded crushed stone agg as in foundition filling and mass concrete, complete all as specified and directed. | - | Cum | - | - | |
Joist, channel, angle, or tee sections Fe 410-W (Gde-E-250 quality-A), fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated), complete all as specified and directed. | - | Kg | - | - |
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