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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-AOC | L1 | Accepted-AOC Found Lowest and Rates are Justified | |
| 2 | L2₹8.2 L+₹12,169.04 (1.50%)Rejected-Finance | L2 | Rejected-Finance Not Found Lowest | |
| 3 | L3₹8.4 L+₹29,753.20 (3.68%)Rejected-Finance | L3 | Rejected-Finance Not Found Lowest | |
| 4 | L4₹8.4 L+₹31,839.10 (3.93%)Rejected-Finance | L4 | Rejected-Finance Not Found Lowest | |
| 5 | L5₹9.0 L+₹87,480.10 (10.8%)Rejected-Finance SET NO 75 TYPE III BROACK HURST CHHOTA SHIMLA TEHSIL DISTRICT SHIMLA HP 171002 | SHIMLA | HIMACHAL PRADESH | 171002 | L5 | Rejected-Finance Not Found Lowest |
Tender Value
Refer Docs
EMD Value
₹19,130
Closing Date
18 Dec 2020, 11:00 amClosed
Executive Engineer
JSV Division Paonta Sahib
Construction of Storage Tank Haripurkhol 52000 litre Devwala 46000 litre and Kodewala 30000 litre
2020_HPIPH_42968_1
PNT-SMR02-720 No. 11186-285 dated 03/12/2020
Open Tender
Civil Works
Item Rate
90 days
Paonta Sahib
Please refer to tender documents
6 documents required · 6 mandatory
₹250
EE JSV Paonta Sahib
₹19,130
Yes
3 Mar 2021
5 Dec 2020
18 Dec 2020
5 Dec 2020
18 Dec 2020
5 Dec 2020
5 Dec 2020 - 18 Dec 2020
Amount
Excavation in foundation and trenches etc.in earth work in all kinds of soil such as pick work ,jumper work decomposed conglomerate saturated soil soft and hard rock upto all leads lifts stacking the excavated soil and then returning the stacked soil as directed when required in to plinth sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads lifts and as per directions of the Engineer-incharge
Laying and jointing of G.M.S.Pipes in trenches of following dia i/c earth work and including all kind of GI fittings and all leads,lifts and carriage of material in all respect as per direction of Engineer-in-charge of following dias.
Providing form work with steel sheets 3.15mm thick welded with angle iron in frasme 30x30x5 mm so as to give rough finish i/c centring shuttering structing and propping etc. with wooden bettens & Ballies, height or propping & centering below supporting floor to ceiling not exceeding 4 mtr.and removal of the same for insitu RCC work and PCC work.including all leads lifts and carriage of material at site & as per direction of Engineer incharge in:-
a) Flat surfaces
b) walls (any thickness)
c) Edges of slab.
Providing and laying cement concrete work 1:1 1/2:3 (1cement:1 1/2 sand: 3 graded stone agg. 20mm nominal size & curing complete) excluding cost of form workand reinforcement for RCC work including all leads lifts complete and carriage of material etc. as per directions of Engineer incharge.
i) In foundation and Plinth etc.
ii) In vertical walls any thickness but not less than 0.10 Metres.
Providing and laying cement concrete work 1:2:4(1cement :2app.sand: 4app. graded stone agg.20mm nominal size )and curing complete excluding cost of form work & reinforcement for reinforced concrete work in walls ( any thickness but not less then 0.10 mtr. thickness) including attached pillaster buttress, plinth and string courses etc. from top of foundation upto two level including all leads lifts & carriage of material at site and as per direction of the Engineer-incharge.
Providing Mild/Tor steel reinforcement for RCC work including bending binding & placing in position i/c all leads lifts and carriage of material and as per direction of the Engineer-in-charge.
Providing and fixing Man hole cover for storage tank 23 Kg. weight complete in all respect including all leads lifts complete and carriage of material at site and as per direction of the Engineer-incharge.
Providing and fixing C.I. Rungs including all leads lifts and carriage of material at site and as per direction of the Engineer-in-charge.
MANOJ BHARDWAJ
Sunil Kumar Gupta
Taj Mohd
GAURAV SHARMA
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