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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAccepted-AOC P O SATOG TEHSIL THEOG DISTT SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | L1 | Accepted-AOC Accepted due to lowest rates | |
| 2 | L2₹6.6 L+₹47,533.60 (7.76%)Rejected-Finance VILLAGE PO BHADWALI TEHSIL RAMPUR DISTRICT SHIMLA H P | RAMPUR | SHIMLA | HIMACHAL PRADESH | L2 | Rejected-Finance Rejected | |
| 3 | L3₹7.5 L+₹1.4 L (22.6%)Rejected-Finance | L3 | Rejected-Finance Rejected | |
| 4 | L4₹7.9 L+₹1.8 L (28.8%)Rejected-Finance VILLAGE BADASH P O AG SHIMLA TEHSIL DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | L4 | Rejected-Finance Rejected | |
| 5 | Rejected-Technical E 172 CHAURA MAIDAN 103 TUNNEL SHIMLA HIMACHAL PRADESH 171001 | SHIMLA | HIMACHAL PRADESH | 171001 | - | Rejected-Technical Rejected |
Tender Value
₹6.9 L
EMD Value
₹13,900
Closing Date
29 Sept 2022, 5:00 pmClosed
Executive Engineer R B M C Shimla
Executive Engineer R B M C Shimla
Restoration of rain damages on path leading from Children Park to H B C Sanjauli in ward No 18 (SH Construction of Retaining wall in front of Prem Bhawan)
2022_MC_65310_20
4508Dated16092022
Open Tender
Civil Works
Item Rate
60 days
Shimla
Please refer Tender Documents
7 documents required · 7 mandatory
₹350
Executive Engineer R B M C Shimla
₹13,900
1 Nov 2022
21 Sept 2022
30 Sept 2022
21 Sept 2022
29 Sept 2022
21 Sept 2022
Amount
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar
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 fine sand : 10 graded stone aggregate 40 mm nominal size)
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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size)
P/L 100 mm dia PVC pipe for weep holes
Stone filling behind retaining walls :
Hukam Singh
Pradeep Singh
Vinod Kumar Shah
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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