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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.9 LAccepted-AOC KHAWAS NIWAS NEAR POLICE QTR DEORALI GANGTOK SIKKIM | WEST DISTRICT | SIKKIM | 737111 | ₹40.9 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹44.5 LRejected-Finance | ₹44.5 L | L2 | Rejected-Finance Bidder quoted high rate |
| 3 | L3₹44.5 LRejected-Finance KHAWAS BUILDING BELOW PAIZOR STADIUM GANGTOK 737101 SIKKIM | GANGTOK | EAST DISTRICT | SIKKIM | 737101 | ₹44.5 L | L3 | Rejected-Finance Bidder quoted high rate |
| 4 | L4₹44.7 LRejected-Finance | ₹44.7 L | L4 | Rejected-Finance Bidder quoted high rate |
| 5 | L5₹44.7 LRejected-Finance | ₹44.7 L | L5 | Rejected-Finance Bidder quoted high rate |
| Sl No | Description | Qty | Unit | BIJAY MITTAL L4 | M/S ANIL KUMAR THAKUR L2 | KARMA TSETEN BHUTIA L5 | M/S S. S CHETTRI AND SONS L1 | MAHENDRA KHAWAS L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of Brickwork or stone/ boulder masonry built in cement mortar complete as in Retaining Wall complete all as specified and as directed. | 55.8 | CUBIC METRE | 650 ₹36,270 | 750 ₹41,850 | 555 ₹30,969 | 400 ₹22,320 | 550 ₹30,690 |
| 2.00 | Rough excavation not exc 1.5m deep and getting out in soft/ disintegrated rock for foundation of Retaining Wall complete all as specified and as directed. | 253.8 | CUBIC METRE | 450 ₹1.1 L | 600 ₹1.5 L | 450 ₹1.1 L | 300 ₹76,140 | 430 ₹1.1 L |
| 3.00 | Excavation over areas not exceeding 1.5 deep in soft/ disintegrated rock for foundation of retaining wall complete all as specified and as directed. | 127.8 | CUBIC METRE | 450 ₹57,510 | 450 ₹57,510 | 450 ₹57,510 | 300 ₹38,340 | 430 ₹54,954 |
| 4.00 | M&L for PCC (1:3:6) type C2 (using 40 mm graded crushed stone aggregate) as in foundation and mass concrete complete all as specified and directed. | 45 | CUBIC METRE | 8,500 ₹3.8 L | 8,300 ₹3.7 L | 8,355 ₹3.8 L | 8,000 ₹3.6 L | 8,000 ₹3.6 L |
| 5.00 | M&L for PCC (1:3:6) type C2 (using 40 mm graded crushed stone aggregate) as in retaining walls etc complete all as specified and as directed. | 264.6 | CUBIC METRE | 10,200 ₹27.0 L | 9,950 ₹26.3 L | 10,150 ₹26.9 L | 9,700 ₹25.7 L | 9,980 ₹26.4 L |
| 6.00 | Material & labour for PCC (1:2:4), type B-1 (using 20mm graded crushed stone aggregate) as in coping, bed plates including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed. | 5.4 | CUBIC METRE | 11,500 ₹62,100 | 11,300 ₹61,020 | 12,300 ₹66,420 | 8,000 ₹43,200 | 11,090 ₹59,886 |
| 7.00 | M&L for RCC M-25 (Design Mix) as in foundation, including rafts, footings, foundation beams, bases for columns etc complete all as specfied and as directed. | 21.6 | CUBIC METRE | 12,700 ₹2.7 L | 12,900 ₹2.8 L | 13,145 ₹2.8 L | 11,500 ₹2.5 L | 12,090 ₹2.6 L |
| 8.00 | Use and waste of formwork to faces of walls,retaining wall etc; vertical or batter for rough finished surfaces complete all as specified and as directed. | 517.5 | SQUARE METRE | 565 ₹2.9 L | 685 ₹3.5 L | 575 ₹3.0 L | 525 ₹2.7 L | 650 ₹3.4 L |
| 9.00 | S&F TMT bar 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping of columns, hooking ends and biniding wireand including mild steelw wire (annealed) not less than 0.90 mm dia or securing with clips complete all as specified and as directed. | 936 | KG | 155 ₹1.5 L | 153 ₹1.4 L | 170 ₹1.6 L | 151 ₹1.4 L | 170 ₹1.6 L |
| 10.00 | All as per item No 9.00 here-in-above but 5 mm and over upto and including 10 mm dia in stirrups spacers and binders complete all as specified and directed. | 486 | KG | 155 ₹75,330 | 155 ₹75,330 | 175 ₹85,050 | 152 ₹73,872 | 160 ₹77,760 |
Updated dates
Tender Value
₹41 L
EMD Value
₹82,000
Closing Date
12 Dec 2025, 6:00 pmClosed
GE Gangtok
GE Gangtok New Mil Stn Gangtok Sikkim
CONSTR OF RETAINING WALL NEAR BLDG NO P 112 AT NEW MIL STN UNDER GE GANGTOK
2025_MES_739721_1
8403A/A/E8
Open Tender
Miscellaneous Works
182 days
GE Gangtok New Mil Stn Gangtok Sikkim
All as per tender documents
8 documents required · 8 mandatory
₹500
GE Gangtok
₹82,000
Yes
14 Jan 2026
13 Nov 2025
13 Dec 2025
14 Nov 2025
12 Dec 2025
28 Nov 2025
Amount
Demolition of Brickwork or stone/ boulder masonry built in cement mortar complete as in Retaining Wall complete all as specified and as directed.
Rough excavation not exc 1.5m deep and getting out in soft/ disintegrated rock for foundation of Retaining Wall complete all as specified and as directed.
Excavation over areas not exceeding 1.5 deep in soft/ disintegrated rock for foundation of retaining wall complete all as specified and as directed.
M&L for PCC (1:3:6) type C2 (using 40 mm graded crushed stone aggregate) as in foundation and mass concrete complete all as specified and directed.
M&L for PCC (1:3:6) type C2 (using 40 mm graded crushed stone aggregate) as in retaining walls etc complete all as specified and as directed.
Material & labour for PCC (1:2:4), type B-1 (using 20mm graded crushed stone aggregate) as in coping, bed plates including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed.
M&L for RCC M-25 (Design Mix) as in foundation, including rafts, footings, foundation beams, bases for columns etc complete all as specfied and as directed.
Use and waste of formwork to faces of walls,retaining wall etc; vertical or batter for rough finished surfaces complete all as specified and as directed.
S&F TMT bar 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping of columns, hooking ends and biniding wireand including mild steelw wire (annealed) not less than 0.90 mm dia or securing with clips complete all as specified and as directed.
All as per item No 9.00 here-in-above but 5 mm and over upto and including 10 mm dia in stirrups spacers and binders complete all as specified and directed.
S&F PVC(SWR) pipe 75mm dia single socketed, in any length as in weep holes complete all as specified and directed.
Labour only for hand packing using broken stone or boulders (any thickness) at back of block masonry retaining wall and raising or lowering to the required level complete all as specified and directed. (using item obtained from item No 1)
S&F of geosynthetic material 75mm dia as in weep holes cover complete all as specified and as directed.
M&L for returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in thick as in soft / loose soil complete all as specified and directed.
Removing excavated material exceeding 250m but not exceeding 500m and depositing complete all as specified and as directed.
M/S ANIL KUMAR THAKUR (BID ID -3486481)
MAHENDRA KHAWAS (BID ID -3488902)
BIJAY MITTAL (BID ID -3484617)
KARMA TSETEN BHUTIA (BID ID -3486783)
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