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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-Finance R O VILL CHEOG TEH THEOG DISTT SHIMLA | L1 | Accepted-Finance accept | |
| 2 | L2₹12.6 L+₹69,231.90 (5.80%)Accepted-Finance R O VERMA NIWAS LOWER CEMETERY SANJAULI SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | L2 | Accepted-Finance accept | |
| 3 | L3₹13.0 L+₹1.1 L (9.38%)Accepted-Finance VERMA COTTAGE BELOW B C S NEW SHIMLA H P | L3 | Accepted-Finance accept |
Tender Value
₹11.1 L
EMD Value
₹22,500
Closing Date
21 May 2020, 11:00 amClosed
Additional General Manager
Additional General Manager Sew SJPNL US Club Shimla 1
Providing and laying 150mm dia DI Sewer pipe line from Plot of Sh BC Guleria at Ram Nagar Ward Shimla HP
2020_MC_37001_1
dated 06-05-2020
Open Tender
Miscellaneous Works
Item Rate
90 days
Shimla SJPNL
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
AGM Sew SJPNL US Club Shimla
₹22,500
20 Jun 2020
6 May 2020
21 May 2020
6 May 2020
21 May 2020
6 May 2020
6 May 2020 - 21 May 2020
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 Er-in-charge .
Providing and laying cement concrete 1:5:10 (1cement 5 sand :10 Graded stone aggregate 40 mm nominal size ) with 15 % plum and curing complete excluding cost of form work in Retaining /Breast Walls complete as per direction of Er.-in-charge .
Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 mm so as to givea fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plaiin concrete work in:- Foundation ,footings basis of columns etc and mass concrete.
Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like complete as per direction of Er-in-charge .
Dismentalling of disconnected /misaligned sewer line 150 mm dia at various Rds and stacking as per direction of Er-in-charge .
Relaying of Sewer line 150 mm dia at various Rds including carriage as per direction of Er-in-charge .
Providing Wheep holes in brick masonry /stone masonry / wing walls with 100 mm dia PVC Pipes etc complete as per direction of Er-in-charge .
Providing, laying jointing & testing in trenches centrifugal cast ductile iron (spun) pressure pipes as per IS:8329/2000 Class K-7 duly ISI marked, inside cement mortar lined suitable for tyton (push on joints) for sewer lines including cutting of pipes, chamfering where required (earth work in trenches and jointing of pipes to be measured and paid for separately) including carriage up to the site of work, testing etc., complete as per instructions of the Engineer-in-charge. (150 mm dia)
Providing & fixing in trenches centrifugal cast ductile iron fittings of 9523/2000 class A, series K-12 with inside cement mortar lined suitable for tyton (push on joints) with sewers, such as socketed bends of all degrees, socketed, tees, collars and all other required fittings, including carriage up to the site of work, testing etc., complete as per instructions of the Engineer-in-charge. (earth work in trenches and jointing of fittings to be measured and paid for separately)
150mm dia 90 degree
45 degree
22.50 degree
11.25 degree
Providing and fixing D.I Tees 150 mm x 150 mm x 100 mm
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 dia)
Constructing manhole with R.C.C. top slab 15 mm thick in 1:1:5:3 mix ( 1cement: 1:5 sand: 3 graded stone aggregate 20mm nominal size) with 15 cm thick foundation concrete thick foundation concrete 1:5:10 ( 1cement: 5sand: 10 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.
IInside size 900 mm x 600 mm and 600 mm deep including removable manhole cover with frame SFRC round heavy duty 20 of size 700 mm dia 80 mm to be rested upon RCC slab complete.
With 15 cm thick wall of RCC 1:1:5:3 ( 1cement: 1:5 sand: 3 graded stone aggregate 20mm nominal size) complete with form work and reinforcement as per the drawing including excavation actual as per site.
MANOHAR LAL VERMA
vinod verma
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