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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹2.9 L+₹9,170.70 (3.28%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹2.9 L+₹13,776.30 (4.93%)Rejected-Finance SHIMLA DIVISION NO I HIMACHAL PRADESH HP | SHIMLA | HIMACHAL PRADESH | 171001 | L3 | Rejected-Finance Rejected | |
| 4 | Rejected-Technical R O BRAGTA BHAWAN CHOTTA SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | - | Rejected-Technical Rejected |
Tender Value
₹2.7 L
EMD Value
₹5,400
Closing Date
27 Jun 2023, 5:00 pmClosed
Executive Engineer R B M C Shimla
Executive Engineer R B M C Shimla
Restoration of rain damages various path road in ward No 18 Engine Ghar (SH Construction of Retaining Wall and Providing and Fixing MS pipe railing)
2023_MC_75337_5
1217Dated16062023
Open Tender
Civil Works
Item Rate
30 days
Shimla
Please refer Tender Documents
7 documents required · 7 mandatory
₹350
Executive Engineer R B M C Shimla
₹5,400
22 Aug 2023
21 Jun 2023
28 Jun 2023
21 Jun 2023
27 Jun 2023
21 Jun 2023
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Ordinary rock
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and Fixing M.S. Pipe railing of standard design 1.65x0.90mtr approximately weight @24.50kg per panel including applying priming coat
Carriage of material by mechanical transport including Loading & unloading & stacking of Muck/Debries in M.C. Dumping site at bharyal free of cost Tansporation charges will be paid extra 15km
Stone filling behind retaining walls :
Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
P/L 100 mm dia PVC pipe for weep holes
Vinay Mandhotra
NEERAJ KUMAR
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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