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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.5 LAccepted-Finance | ₹38.5 L | L1 | Accepted-Finance ADMITTED |
| 2 | L2₹39.7 L+₹1.2 L (3.12%)Accepted-Finance | ₹39.7 L+₹1.2 L (3.12%) | L2 | Accepted-Finance ADMITTED |
| 3 | L3₹39.9 L+₹1.4 L (3.61%)Accepted-Finance | ₹39.9 L+₹1.4 L (3.61%) | L3 | Accepted-Finance ADMITTED |
| 4 | L4₹40.0 L+₹1.5 L (3.91%)Accepted-Finance | ₹40.0 L+₹1.5 L (3.91%) | L4 | Accepted-Finance ADMITTED |
| 5 | L5₹40.2 L+₹1.7 L (4.49%)Accepted-Finance 301 CHAMUNDA ENCLAVE PLOT NO 89 AIROLI SECTOR 8A NAVI MUMBAI 400 708 | THANE | MAHARASHTRA | 400708 | ₹40.2 L+₹1.7 L (4.49%) | L5 | Accepted-Finance ADMITTED |
| Sl No | Description | Qty | Unit | DEEP CHANDRA JOSHI L3 | MOURICE CONSTRUCTION COMPANY L4 | S K ENTERPRISES L5 | MS BRAHMA CONSTRUCTION L1 | G K SUTHAR L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation,trenches, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | 371.25 | Cum | 416 ₹1,54,440 | 417 ₹1,54,811.25 | 420 ₹1,55,925 | 400 ₹1,48,500 Lowest | 414 ₹1,53,697.5 |
| 2.00 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m in depth but n exc 3 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and exc 1.5 m in depth but n exc 3 m in depth and getting out in soft/loose soil complete all as specified and directed. | 0.11 | Cum | 561 ₹61.71 | 562 ₹61.82 | 567 ₹62.37 | 540 ₹59.4 Lowest | 558 ₹61.38 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. as in soft/loose soil complete all as specified and directed. | 182.26 | Cum | 208 ₹37,910.08 | 208 ₹37,910.08 | 210 ₹38,274.6 | 200 ₹36,452 Lowest | 207 ₹37,727.82 |
| 4.00 | Removing excavated material (soil) not exceeding 50 m and depositing where directed at a level n. exc. 1.50 m above the starting point complete all as specified and as directed. | 188.99 | Cum | 416 ₹78,619.84 | 417 ₹78,808.83 | 420 ₹79,375.8 | 400 ₹75,596 Lowest | 414 ₹78,241.86 |
| 5.00 | M & L for Supply and pour natural river sand for cushioning of underground cable in trenches 8 cm below the cable and 15 cm thick over the cable all as directed and specified including watering and consolidation all as specified and directed by Engineer-in-Charge.
Note: Punned thickness of sand to be consider for measurement purpose. | 133.65 | Cum | 3,536 ₹4,72,586.4 | 3,544 ₹4,73,655.6 | 3,570 ₹4,77,130.5 | 3,400 ₹4,54,410 Lowest | 3,519 ₹4,70,314.35 |
| 6.00 | M&L for Sub class ‘B’ old size well burnt brick laid flate in trenches over the cable for protection of LT cable complete all as specified and as directed. | 13,200 | Each | 25 ₹3,30,000 | 25 ₹3,30,000 | 25 ₹3,30,000 | 24.75 ₹3,26,700 Lowest | 25 ₹3,30,000 |
| 7.00 | Cutting through existing bituminous road /PCC/floor/approx size width 50cm X 60cm depth along cross section of the road for laying of GI tubing/RCC pipe for encasing of cable and repairing the road to match with the original finish, M&L complete all as specified. | 50 | Rm | 499 ₹24,950 | 500 ₹25,000 | 504 ₹25,200 | 480 ₹24,000 | 475 ₹23,750 Lowest |
| 8.00 | Demolation of PCC complete all as specified and dierected by the Engineer -in-charge. | 2.5 | Cum | 2,600 ₹6,500 | 2,606 ₹6,515 | 2,625 ₹6,562.5 | 2,500 ₹6,250 Lowest | 2,587 ₹6,467.5 |
| 9.00 | Material & Labour for cement concrete in foundations/,trench filling and mass concrete type D2 (1:4:8) (40mm graded aggregate) complete all as specified and directed by Engr-in Charge. | 3.5 | Cum | 8,320 ₹29,120 | 8,340 ₹29,190 | 8,400 ₹29,400 | 8,000 ₹28,000 Lowest | 8,280 ₹28,980 |
| 10.00 | M & L for PCC in foundations, filling and mass-concrete (1:3:6) type C-1 (using 20 mm graded aggregate) for poles above ground level including coping and including form work if required etc complete all as specified and directed by Engr-in Charge. | 0.14 | Cum | 14,456 ₹2,023.84 | 14,490 ₹2,028.6 | 14,595 ₹2,043.3 | 13,900 ₹1,946 Lowest | 14,386 ₹2,014.04 |
Tender Value
₹35 L
EMD Value
₹70,000
Closing Date
17 Aug 2026, 6:00 pmClosed
Maj R S Kalkat
GARRISON ENGINEER 867 EWS
REPAIR MAINT OF LT PANEL LT DISTRIBUTION OH LINE UG CABLE MCCBS AND XLPE CABLES AND CONNECTED MISC WORK AT ZONE C AND D AREA AT KALIMPONG AND SHERWANI MIL STN UNDER GE 867 EWS
2026_MES_781136_1
8637/E8
Open Tender
Civil Works
Item Rate
180 days
KALIMPONG
AS PER NIT
8 documents required · 8 mandatory
₹500
GE 867 EWS
₹70,000
Yes
10 Sept 2026
27 Jul 2026
19 Aug 2026
27 Jul 2026
17 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation,trenches, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | 371.25 | Cum | - | - |
| - | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m in depth but n exc 3 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and exc 1.5 m in depth but n exc 3 m in depth and getting out in soft/loose soil complete all as specified and directed. | 0.11 | Cum | - | - |
| - | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. as in soft/loose soil complete all as specified and directed. | 182.26 | Cum | - | - |
| - | Removing excavated material (soil) not exceeding 50 m and depositing where directed at a level n. exc. 1.50 m above the starting point complete all as specified and as directed. | 188.99 | Cum | - | - |
| - | M & L for Supply and pour natural river sand for cushioning of underground cable in trenches 8 cm below the cable and 15 cm thick over the cable all as directed and specified including watering and consolidation all as specified and directed by Engineer-in-Charge.
Note: Punned thickness of sand to be consider for measurement purpose. | 133.65 | Cum | - | - |
| - | M&L for Sub class ‘B’ old size well burnt brick laid flate in trenches over the cable for protection of LT cable complete all as specified and as directed. | 13,200 | Each | - | - |
| - | Cutting through existing bituminous road /PCC/floor/approx size width 50cm X 60cm depth along cross section of the road for laying of GI tubing/RCC pipe for encasing of cable and repairing the road to match with the original finish, M&L complete all as specified. | 50 | Rm | - | - |
| - | Demolation of PCC complete all as specified and dierected by the Engineer -in-charge. | 2.5 | Cum | - | - |
| - | Material & Labour for cement concrete in foundations/,trench filling and mass concrete type D2 (1:4:8) (40mm graded aggregate) complete all as specified and directed by Engr-in Charge. | 3.5 | Cum | - | - |
| - | M & L for PCC in foundations, filling and mass-concrete (1:3:6) type C-1 (using 20 mm graded aggregate) for poles above ground level including coping and including form work if required etc complete all as specified and directed by Engr-in Charge. | 0.14 | Cum | - | - |
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