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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.4 LAccepted-AOC KHAWASNIWAS NEAR POLICE QTRDEORALI GANGTOK SIKKIM | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹26.0 L+₹58,365 (2.30%)Rejected-Finance | L2 | Rejected-Finance Higher bid value | |
| 3 | L3₹26.2 L+₹84,465 (3.33%)Rejected-Finance | L3 | Rejected-Finance Higher bid value | |
| 4 | L4₹26.4 L+₹99,662 (3.93%)Rejected-Finance | L4 | Rejected-Finance Higher bid value | |
| 5 | L5₹26.9 L+₹1.5 L (6.09%)Rejected-Finance | L5 | Rejected-Finance Higher bid value |
Tender Value
₹24 L
EMD Value
₹48,000
Closing Date
6 Jul 2024, 6:00 pmClosed
GE Gangtok
GE Gangtok New Mil Stn Gangtok, Sikkim PIN-737102
PROVN OF RETAINING WALL NEAR BLDG NO P-01 AT NEW MIL STN GANGTOK
2024_MES_660039_1
8249/A/E8
Open Tender
Civil Works
Works
182 days
GE Gangtok New Mil Stn Gangtok
As per tender documents.
8 documents required · 8 mandatory
₹500
GE Gangtok
₹48,000
Yes
2 Sept 2024
15 Jun 2024
8 Jul 2024
15 Jun 2024
6 Jul 2024
29 Jun 2024
Amount
Rough excavation not exceeding 1.5 m deep and getting out in soft/disintegrated rock! for foundation of Retaining wall complete all as specified and directed.
Excavation over areas n exc. 1.5m deep in soft/disintegrated rock for foundation of retaining wall complete all as specified and directed.
M&L for PCC (1:3:6) type C2 (40 mm gradede aggregate) as in foundation and mass concrete complete all as specified and directed.
M&L for plain cement concrete (1:3:6), type C-2 as in retaining wall etc complete all as specified and as directed.
M&L for PCC (1:2:4) type B1 (20 mm gradede 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( 20 mm aggregate) 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; 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.
Ditto as per item No 8.00 but 5 mm and over upto and including 10 mm dia in stirrups spacersand binders complete all as specified and directed.
S&F PVC(SWR) 75mm dia pipes 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.
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 directed complete all as specified and as 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 (Using item obtained from 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 for hardcore of gauge of n.exc 63mm (using broken stone or boulders) deposited spread and levelled in layers not exc 15cm thick, watered and rolled/rammed to a true surfae complete all as specified and as directed.
M&L for 75 mm thicks (1:3:6) type C-2 (40mm graded aggregate) as in plinth protection finished the surfaces even and smooth without using extra cement complete all as spfd and directed.
RABI BANIK
KAMLESH ENTERPRISE
SANJAY KAUSHIK
M/S MANOJ VERMA
BIJAY MITTAL
RAAJ BANGAR
KARMA TSETEN BHUTIA
MAHENDRA KHAWAS
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