Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.5 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹40.0 L+₹1.5 L (4.00%)Rejected-Finance | L2 | Rejected-Finance Higher bid value | |
| 3 | L3₹44.4 L+₹5.9 L (15.3%)Rejected-Finance | L3 | Rejected-Finance Higher bid value | |
| 4 | L4₹45.6 L+₹7.1 L (18.4%)Rejected-Finance | L4 | Rejected-Finance Higher bid value |
| Sl No | Description | Qty | Unit | BIJAY MITTAL L4 | M/S ANIL KUMAR THAKUR L3 | DHARMINDER SINGH L1 | K D SHARMA AND CO. L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Rough excavation not exceeding 1.5m deep and getting out in soft/ disintegrated rock for foundation of Retaining wall complete all as specified and as directed. | 176 | CUBIC METRE | 290 ₹51,040 Lowest | 350 ₹61,600 | 295 ₹51,920 | 300 ₹52,800 |
| 2.00 | Excavation over areas not exceeding 1.5 deep in soft/ disintegrated rock for foundation of retaining wall complete all as specified and as directed. | 113 | CUBIC METRE | 290 ₹32,770 | 330 ₹37,290 | 280 ₹31,640 Lowest | 400 ₹45,200 |
| 3.00 | 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. | 38 | CUBIC METRE | 7,000 ₹2,66,000 | 7,300 ₹2,77,400 | 6,800 ₹2,58,400 Lowest | 7,500 ₹2,85,000 |
| 4.00 | 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. | 352 | CUBIC METRE | 9,600 ₹33,79,200 | 9,150 ₹32,20,800 | 7,750 ₹27,28,000 Lowest | 8,150 ₹28,68,800 |
| 5.00 | 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. | 2.28 | CUBIC METRE | 8,000 ₹18,240 Lowest | 8,300 ₹18,924 | 8,200 ₹18,696 | 8,000 ₹18,240 Lowest |
| 6.00 | 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. | 17 | CUBIC METRE | 11,520 ₹1,95,840 | 11,300 ₹1,92,100 | 10,900 ₹1,85,300 | 8,200 ₹1,39,400 Lowest |
| 7.00 | 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. | 431 | SQUARE METRE | 515 ₹2,21,965 | 585 ₹2,52,135 | 475 ₹2,04,725 Lowest | 480 ₹2,06,880 |
| 8.00 | 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. | 543 | KG | 152 ₹82,536 | 151 ₹81,993 | 148 ₹80,364 | 120 ₹65,160 Lowest |
| 9.00 | All as per item No 8.00 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. | 410 | KG | 156 ₹63,960 | 153 ₹62,730 | 152 ₹62,320 | 120 ₹49,200 Lowest |
| 10.00 | S&F PVC(SWR) pipe 75mm dia single socketed, in any length as in weep holes complete all as specified and directed. | 160 | RUNNING METRE | 555 ₹88,800 | 475 ₹76,000 | 475 ₹76,000 | 300 ₹48,000 Lowest |
Tender Value
₹42 L
EMD Value
₹84,000
Closing Date
20 Sept 2025, 6:00 pmClosed
GE Gangtok
GE Gangtok New Mil Stn Gangtok Sikkim
CONSTR OF RETAINING WALL NEAR BLDG NO NRES 97 AT NEW MIL STN GANGTOK
2025_MES_721793_2
8359/A/E8
Open Tender
Miscellaneous Works
Works
182 days
GE Gangtok New Mil Stn Gangtok Sikkim
As per tender documents
8 documents required · 8 mandatory
₹500
GE Gangtok
₹84,000
Yes
10 Oct 2025
3 Sept 2025
22 Sept 2025
3 Sept 2025
20 Sept 2025
8 Sept 2025
Amount
Rough excavation not exceeding 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 8.00 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.
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 1.50 km but not exceeding 5 km and depositing dire complete all as specified and as directed.
M&L 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.
K D SHARMA AND CO. (BID ID -3422301)
M/S ANIL KUMAR THAKUR (BID ID -3422010)
BIJAY MITTAL (BID ID -3418974)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .