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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹7.6 L+₹2.33 (<0.01%)Accepted-Finance | L2 | Accepted-Finance L2 and work performance security deposited | |
| 2 | L3₹9.5 L+₹1.9 L (25.0%)Accepted-Finance R O VILL GAUNA P O KAROUR TEHSIL NADAUN DISTT HAMIRPUR H P | HAMIRPUR | HIMACHAL PRADESH | 174304 | L3 | Accepted-Finance L3 | |
| 3 | L1₹7.6 LRejected-Finance VILLAGE BIHAR P O RAJHANA TEHSIL DISTT SHIMLA H P | SHIMLA | SHIMLA | HIMACHAL PRADESH | L1 | Rejected-Finance Work performance security not deposited by L1 on the time of bidding | |
| 4 | L4₹9.8 L+₹2.2 L (29.6%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹12.7 L+₹5.1 L (67.5%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
Refer Docs
EMD Value
₹22,000
Closing Date
10 Oct 2022, 5:00 pmClosed
DFO Una
O/o Dfo Una
Construction of Side Branches of Path and interlinkage of Path in Ethno-Botanical Park at Androli in Distt. Una, H.P.
2022_FD_66037_1
02
Open Tender
Civil Works
Item Rate
60 days
Androli
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Yes
DFO UNA
₹22,000
11 Oct 2022
5 Oct 2022
11 Oct 2022
5 Oct 2022
10 Oct 2022
5 Oct 2022
Amount
Excavating trenches of required width for kerb stone etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc.and disposing of surplus excavated soil as directed, within a lead of 50 m : exceeding 30cm dia. but not exceeding 60cm dia.
Earth work in rough excavation not exceeding 20 cm in depth, breaking clods, watering, rolling with wooden or steel rammer for path and filling up ground depressions, lead upto 50 m and lift upto 1.5 m :
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)
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature,jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
50 mm thick fine dressed local sand stone on pedestran path flooring over 50mm (average) thick base of mud mortar with joints finished flush.
Providing and laying mud mortar prepared from goood earth below local sand stone flooring and joints of flooring as per drawing and technical specification .
SANJAY CHAUHAN GOVT. CONTRACTOR
Vipan Kumar
Arpit Prashar
Salochna Devi
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