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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-Finance | ₹6.0 L | L1 | Accepted-Finance accept |
| 2 | L1₹6.0 LAccepted-Finance R O VILL CHEOG TEH THEOG DISTT SHIMLA | ₹6.0 L | L1 | Accepted-Finance accept |
| 3 | L3₹6.4 LAccepted-Finance HIMACHAL PRADESH | ₹6.4 L | L3 | Accepted-Finance accept |
| 4 | L4₹6.8 LAccepted-Finance VILLAGE SHANAN P O SANJAULI DISTT SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | ₹6.8 L | L4 | Accepted-Finance accept |
Tender Value
₹6.4 L
EMD Value
₹12,800
Closing Date
7 Dec 2019, 11:00 amClosed
Additional General Manager
Additional General Manager Sewerage SJPNL US Club Shimla 171001
Providing and laying 150mm dia sewer pipe line near Figask Estate from existing chamber to another existing chamber ward No 2 Ruldu Bhatta Shimla
2019_MC_32784_1
dated 20-11-2019
Open Tender
Miscellaneous Works
90 days
Shimla
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
AGM Sew SJPNL US Club Shimla 171001
₹12,800
Yes
6 Jan 2020
21 Nov 2019
7 Dec 2019
21 Nov 2019
7 Dec 2019
21 Nov 2019
21 Nov 2019 - 7 Dec 2019
Amount
Excavation in foundation, trenches etc., in earth work in all type of soil such as pick work, jumper work, blasting work Kankar, moorum shingles including decomposed soft and hard rock i/c cutting of top of metelled road etc., upto all heights stacking the excavated earth not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15cm. layers, when required into plinth and sides of foundation etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth up to all leads and lifts etc., complete in all respect As per direction of Engineer-in- Charge.
Providing and laying in trenches centrifugal cast ductile iron (spun) pressure pipes as IS: 8329/2000 class K-7 duly ISI marked, inside cement mortar lined suitable for tyton push onjoints for sewer lines including cutting of pipe. Chamfering where required (eath work in tranches and jointing of pipe to be measured and paid for seperately)including carriage up to the site of work, testing etc, complete in all respect as per instruction of the Engineer-in- charge. 150mm dia
Providing and fixing in tranches centrifugal cast ductlie iron fitting IS 9523/2000 class A series K-12 inside cement motar lined suitable for tyton (push on joints) for sewer, such as socketed bends of all degrees, socketed Tees, collars and all other required fittings, including carrage up to site of work, testing complete as per instruction of the Engineer-in-charge(earth work in trenches and jointing of pipes to be measured and paid for seperately). 150mm dia double socket D.I. bends of require degree
90 degree
45 degree
22.50 degree
11.25 degree
P/F D.I. Tee 150x150x150 mm dia complete in all respect As per direction of Engineer-in- Charge.
Providing tyton (Push on joints) to Ductile iron pipes and fittings including the testing of the joints cost of rubber gasket (SBR quality) conforming to IS 12820/1989 150mm complete in all respect as per instruction of the Engineer-in- charge.
Constructing manhole with R.C.C. top slab 15cm thick in 1:2:4 mix ( 1cement: 2 sand: 4 graded stone aggregate 20mm nominal size) with 20cm thick foundation concrete 1:4:8 ( 1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) inside plastering 15mm thick with cement mortar 1:3 ( 1cement: 3 sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1cement: 2 sand: 4 graded stone aggregate 20mm nominal size) finished smooth complete including curing and testing as per drawings.
1) Inside size 900mm x 600mm and 600mm deep including SFRC round heavy duty 20 of size 700 mm dia 80 mm to be rested upon RCC upon RCC slab complete.
With 15cm thick wall of RCC 1:1:5:3(1 cement 1:5 sand :3 grared stone aggregate 20 mm normal size) complete with from work and rainforcement as per the drawing including excavation actual as per site.
Providing and laying cement concrete 1:2:4 ( 1 cement: 2 sand:4 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work work in foundation and plinth including all leads and lifts complete in all respect as per the direction of Engineer-in-charge.
Providing and laying cement concrete 1:6:12 ( 1 cement: 6 sand: 12 graded stone aggregate 20mm nominal size) in cement mortar 1:6 ( 1 cement: 6 sand) including all leads and lifts complete in all respect and as per the direction of Engineer-in-charge.
Providing form work with steel plates 3.15mm thick welded with angle iron frame 30x30x5mm so as to give finish including centering, shuttering, strutting and propping etc., with wooden ballies and battens height of propping and centring below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete and plain concrete work in:- (Vertical surface such as well (any thickness) partitions and the like including attached pilasters buttresses plinth and string cources and the like etc. including all leads and lifts complete in all respects and as per direction of Engineer in Charge.
SUNEEL CHAUHAN
Rohit Sharma
balwant Singh Panwar
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