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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.2 LAccepted-AOC KHAWASNIWAS NEAR POLICE QTRDEORALI GANGTOK SIKKIM | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹29.4 L+₹1.2 L (4.19%)Rejected-Finance | L2 | Rejected-Finance Bidder higher quoted | |
| 3 | L3₹31.1 L+₹2.9 L (10.2%)Rejected-Finance KHAWAS BUILDING BELOW PAIZOR STADIUM GANGTOK 737101 SIKKIM | GANGTOK | EAST DISTRICT | SIKKIM | 737101 | L3 | Rejected-Finance Bidder higher quoted | |
| 4 | L4₹32.1 L+₹3.9 L (13.7%)Rejected-Finance | L4 | Rejected-Finance Bidder higher quoted | |
| 5 | Rejected-Technical | - | Rejected-Technical Being not fullfilling eligiable critaria. |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
5 Jul 2025, 6:00 pmClosed
GE Gangtok
GE Gangtok New Mil Stn Gangtok, Sikkim PIN-737102
PROVN OF RETAINING WALL ALONGWITH ROAD NEAR GANJULAMA GATE AT NEW MIL STN UNDER GE GANGTOK
2025_MES_714530_1
8350/A/E8
Open Tender
Miscellaneous Works
Works
243 days
GE Gangtok New Mil Stn Gangtok Sikkim
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE Gangtok
₹60,000
Yes
25 Jul 2025
14 Jun 2025
7 Jul 2025
14 Jun 2025
5 Jul 2025
21 Jun 2025
Amount
Rough excavation not exceeding 1.5 m deep and getting out in soft/disintegrated rockl for foundation of Retaining wall complete all as specified and as directed.
Excavation over areas n exc. 1.5m 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 (40 mm gradede crushed stone aggregate ) as in foundation and mass concrete complete all as specified and as directed.
M&L for plain cement concrete (1:3:6), type C2 (40 mm gradede crushed stone aggregate ) as in retaining wall etccomplete all as specified and as directed.
M&L for PCC (1:2:4) type B1 (20 mm gradede 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 M25 design mix concrete as in beam over 1.5 meter span complete all as specified and as directed.
M&L for Formwork to faces of walls,retaining wall etc; vertival 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.
Ditto as per item no -9 but 5 mm and over upto and including 10 mm dia in stirrups,spacersand binders complete all as specified and as directed.
S&F PVC(SWR) 75mm dia pipes single socketed, in any length as in weep holes complete all as specified and as directed.
S&F of geosynthetic material 75mm dia as in weep holes cover complete all as specified and as directed.
Returning, filling in soil incl watering, well ramming, etc complete all as specified and directed.
Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where 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 as directed.
S&F Machine pressed precast concrete interlocking paver blockwith gray cement and pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade complete all as specified and as directed.
K D SHARMA AND CO. (BID ID -3339856)
MAHENDRA KHAWAS (BID ID -3346677)
DHARMINDER SINGH (BID ID -3339343)
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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