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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.8 LAccepted-AOC BASGO LEH 194 101 U T LADAKH INDIA | LEH LADAKH | LADAKH | 194101 | ₹51.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹52.3 L+₹47,721.06 (0.92%)Rejected-Finance SHAMSHU COMPLEX FORT ROAD LEH LADAKH 194101 | LEH | LEH LADAKH | LADAKH | 194101 | ₹52.3 L+₹47,721.06 (0.92%) | L2 | Rejected-Finance L2 |
| 3 | L3₹55.0 L+₹3.2 L (6.10%)Rejected-Finance | ₹55.0 L+₹3.2 L (6.10%) | L3 | Rejected-Finance L3 |
| 4 | L4₹58.8 L+₹6.9 L (13.4%)Rejected-Finance NEAR ALCHI MONESTRY 00 01 SKANTSO ALCHI SASPOL ALCHI LEH LADAKH PIN 194106 | LEH LADAKH | LADAKH | 194106 | ₹58.8 L+₹6.9 L (13.4%) | L4 | Rejected-Finance L4 |
| 5 | L5₹59.3 L+₹7.4 L (14.4%)Rejected-Finance | ₹59.3 L+₹7.4 L (14.4%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/S AMAR SINGH L6 | TSEWANG DORJAY L5 | M/S SONAM NAMGIAL L1 | M/S INDUS HIMALAYAN EXPLORERS L2 | Feroz Engineering Works L7 | CHHIRPON BUILDERS L3 | M/S DAWA ENTERPRISES L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc 1.5 m deep and getting out in hard /dense soil. | 45.29 | Cubic Meter | 350 ₹15,851.5 | 603 ₹27,309.87 | 527.26 ₹23,879.75 | 400 ₹18,116 | 410 ₹18,568.9 | 250 ₹11,322.5 Lowest | 600 ₹27,174 |
| 2.00 | Excavating over areas, exc 1.5 m deep and not exc 3.0m and getting out in hard / dense soil. | 45.29 | Cubic Meter | 300 ₹13,587 | 814.72 ₹36,898.67 | 712.39 ₹32,264.2 | 600 ₹27,174 | 250 ₹11,322.5 Lowest | 300 ₹13,587 | 600 ₹27,174 |
| 3.00 | Excavating over areas, exc 3.0 m deep and not exc 4.50m and getting out in hard / dense soil. | 45.29 | Cubic Meter | 400 ₹18,116 Lowest | 1,027.78 ₹46,548.16 | 898.69 ₹40,701.71 | 700 ₹31,703 | 550 ₹24,909.5 | 450 ₹20,380.5 | 600 ₹27,174 |
| 4.00 | Excavating over areas, exc 4.50 m deep and not exc 6.0m and getting out in hard / dense soil. | 45.29 | Cubic Meter | 450 ₹20,380.5 Lowest | 1,240.84 ₹56,197.64 | 1,084.99 ₹49,139.22 | 890 ₹40,308.1 | 450 ₹20,380.5 Lowest | 600 ₹27,174 | 600 ₹27,174 |
| 5.00 | Excavating over areas, exc 6.0 m deep and not exc 7.5m and getting out in hard / dense soil. | 45.29 | Cubic Meter | 400 ₹18,116 | 1,452.56 ₹65,786.44 | 1,270.12 ₹57,523.67 | 1,000 ₹45,290 | 350 ₹15,851.5 Lowest | 800 ₹36,232 | 600 ₹27,174 |
| 6.00 | Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out as in Hard/dense soil complete all as specified and as directed. | 445 | Square Metre | 250 ₹1,11,250 | 124.62 ₹55,455.9 | 108.97 ₹48,490.64 | 80.3 ₹35,733.5 Lowest | 240 ₹1,06,800 | 300 ₹1,33,500 | 300 ₹1,33,500 |
| 7.00 | Excavation in trenches n exc 1.5 mtr wide and n. exc 1.5 mtr in depth in hard / dense soil for laying of GI/CI pipes and getting out in complete all as specified and directed. | 576.68 | Cubic Meter | 300 ₹1,73,004 | 513.22 ₹2,95,963.71 | 448.76 ₹2,58,790.67 | 340 ₹1,96,071.2 | 250 ₹1,44,170 Lowest | 400 ₹2,30,672 | 600 ₹3,46,008 |
| 8.00 | Excavation in trenches 1.5 Mtr wide and not exc 1.5 Mtr deep in soft/loose soil getting out and levelling of bottom surface to required level for laying UG cable/errection of poles complete all as specified and directed by Engr-in-charge. FOR UG CABLE | 78.9 | Cubic Meter | 300 ₹23,670 Lowest | 469 ₹37,004.1 | 410.09 ₹32,356.39 | 450 ₹35,505 | 510 ₹40,239 | 400 ₹31,560 | 6,500 ₹5,12,850 |
| 9.00 | Material and labour for plain cement concrete (1:3:6) type C-2 (using 40mm graded crushed stone aggregate) as in foundation and filling, mass concrete complete, all as specified and directed. | 4.53 | Cubic Meter | 7,340 ₹33,250.2 | 7,855.08 ₹35,583.51 | 6,868.48 ₹31,114.22 | 5,862 ₹26,554.86 | 7,800 ₹35,334 | 5,000 ₹22,650 | 700 ₹3,171 Lowest |
| 10.00 | M&L formwork to sides of concrete foundation, footings, bases of coloumns, raft and raft bases, sides and soffits (if any) of foundation and plinth bearms and similar works vertical or to batter flat fair finished surfaces complete all as specified and as directed. | 6.02 | Square Metre | 750 ₹4,515 | 507.23 ₹3,053.53 | 443.52 ₹2,670 | 378 ₹2,275.56 Lowest | 850 ₹5,117 | 750 ₹4,515 | 1,500 ₹9,030 |
Tender Value
₹65.4 L
EMD Value
₹1.2 L
Closing Date
16 Jun 2026, 6:00 pmClosed
CWE KHUMBATHANG
HQ CWE KHUMBATHANG PIN 900270 C/O 56 APO
PROVN OF UTILITIES AND ESSENTIAL SERVICES TO INCLUDE WATER SUPPLY SYSTEM AT SHMS UNDER AGE (I) NIMU
2026_MES_767507_1
80051/09/2026-27
Open Tender
Civil Works
Item Rate
270 days
NIMU
Class C and above and category a(ii)
9 documents required · 9 mandatory
₹1,000
AGE (I) NIMU
₹1.2 L
Yes
4 Aug 2026
23 May 2026
17 Jun 2026
23 May 2026
16 Jun 2026
9 Jun 2026
23 May 2026 - 8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas, n exc 1.5 m deep and getting out in hard /dense soil. | 45.29 | Cubic Meter | 7 | ₹317.03 |
| 2 | Excavating over areas, exc 1.5 m deep and not exc 3.0m and getting out in hard / dense soil. | 45.29 | Cubic Meter | 7 | ₹317.03 |
| 3 | Excavating over areas, exc 3.0 m deep and not exc 4.50m and getting out in hard / dense soil. | 45.29 | Cubic Meter | 7 | ₹317.03 |
| 4 | Excavating over areas, exc 4.50 m deep and not exc 6.0m and getting out in hard / dense soil. | 45.29 | Cubic Meter | - | - |
| 5 | Excavating over areas, exc 6.0 m deep and not exc 7.5m and getting out in hard / dense soil. | 45.29 | Cubic Meter | - | - |
| 6 | Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out as in Hard/dense soil complete all as specified and as directed. | 445 | Square Metre | - | - |
| 7 | Excavation in trenches n exc 1.5 mtr wide and n. exc 1.5 mtr in depth in hard / dense soil for laying of GI/CI pipes and getting out in complete all as specified and directed. | 576.68 | Cubic Meter | - | - |
| 8 | Excavation in trenches 1.5 Mtr wide and not exc 1.5 Mtr deep in soft/loose soil getting out and levelling of bottom surface to required level for laying UG cable/errection of poles complete all as specified and directed by Engr-in-charge. FOR UG CABLE | 78.9 | Cubic Meter | - | - |
| 9 | Material and labour for plain cement concrete (1:3:6) type C-2 (using 40mm graded crushed stone aggregate) as in foundation and filling, mass concrete complete, all as specified and directed. | 4.53 | Cubic Meter | - | - |
| 10 | M&L formwork to sides of concrete foundation, footings, bases of coloumns, raft and raft bases, sides and soffits (if any) of foundation and plinth bearms and similar works vertical or to batter flat fair finished surfaces complete all as specified and as directed. | 6.02 | Square Metre | - | - |
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