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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.1 LAccepted-AOC KHAWASNIWAS NEAR POLICE QTRDEORALI GANGTOK SIKKIM | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹50.6 L+₹7.4 L (17.2%)Rejected-Finance | L2 | Rejected-Finance Bidder quoted higher rate | |
| 3 | L3₹51.2 L+₹7.9 L (18.4%)Rejected-Finance | L3 | Rejected-Finance Bidder quoted higher rate |
| Sl No | Description | Qty | Unit | M/S S. S CHETTRI AND SONS L1 | DHARMINDER SINGH L2 | M/S ANIL KUMAR THAKUR 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. | 30 | CUBIC METRE | 500 ₹15,000 Lowest | 750 ₹22,500 | 850 ₹25,500 |
| 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. | 230 | CUBIC METRE | 300 ₹69,000 Lowest | 380 ₹87,400 | 475 ₹1,09,250 |
| 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. | 130 | CUBIC METRE | 400 ₹52,000 Lowest | 425 ₹55,250 | 525 ₹68,250 |
| 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. | 40 | CUBIC METRE | 7,000 ₹2,80,000 Lowest | 7,600 ₹3,04,000 | 8,300 ₹3,32,000 |
| 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. | 280 | CUBIC METRE | 9,300 ₹26,04,000 Lowest | 10,600 ₹29,68,000 | 10,600 ₹29,68,000 |
| 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 | CUBIC METRE | 7,000 ₹35,000 Lowest | 10,900 ₹54,500 | 9,750 ₹48,750 |
| 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. | 30 | CUBIC METRE | 10,500 ₹3,15,000 Lowest | 11,750 ₹3,52,500 | 13,100 ₹3,93,000 |
| 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. | 700 | SQUARE METRE | 525 ₹3,67,500 Lowest | 720 ₹5,04,000 | 695 ₹4,86,500 |
| 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. | 1,035 | KG | 149 ₹1,54,215 Lowest | 155 ₹1,60,425 | 154 ₹1,59,390 |
| 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. | 460 | KG | 150 ₹69,000 Lowest | 158 ₹72,680 | 156 ₹71,760 |
Tender Value
₹54 L
EMD Value
₹1.1 L
Closing Date
18 Aug 2025, 6:00 pmClosed
GE Gangtok
GE Gangtok New Mil Stn Gangtok, Sikkim PIN-737102
PROVN OF RETAINING WALL NEAR BLDG NO OR 28 DEBI LIMBU ENCLAVE AT NEW MIL STN UNDER GE GANGTOK
2025_MES_723393_1
8376/A/E8
Open Tender
Civil Works
Works
182 days
GE Gangtok New Mil Stn Gangtok Sikkim
As per tender documents.
8 documents required · 8 mandatory
₹500
GE Gangtok
₹1.1 L
Yes
3 Sept 2025
30 Jul 2025
19 Aug 2025
30 Jul 2025
18 Aug 2025
5 Aug 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.
Surfaces excavation n. exc 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil, complete all as specified and as directed.
M&L Hardcore of gauge not exc. 63mm, deposited, spread and levelled in layers not exc. 15 Cm thick, watered and rammed to a True Surface, complete all as specified and as directed.
M&L for 100mm thick PCC (1:2:4) type B2 (using 40mm graded curshed stone aggregate) as in hardstanding/ path etc including finish the surface even and fair without using extra cement complete all as specified and as directed.
M&L for 75mm thick PCC (1:3:6) type C2 (using 40mm graded crushed stone aggregate) as in plinth protection/path etc finishing the surface even & smooth without using extra cement complete all as specified and as directed.
M&L for PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in surface channels/drain including forming fair finished to drain channel complete all as specified and as directed.
DHARMINDER SINGH (BID ID -3397957)
M/S ANIL KUMAR THAKUR (BID ID -3398176)
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