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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹11.5 LAccepted-Finance | ₹11.5 L | 1st | Accepted-Finance Lowest Bid |
| 2 | 2nd₹13.0 L+₹1.4 L (12.3%)Rejected-Finance | ₹13.0 L+₹1.4 L (12.3%) | 2nd | Rejected-Finance Highest Bid |
| 3 | 3rd₹13.4 L+₹1.9 L (16.1%)Rejected-Finance | ₹13.4 L+₹1.9 L (16.1%) | 3rd | Rejected-Finance Highest Bid |
| 4 | Rejected-Technical | - | - | Rejected-Technical Dis Qualified |
Tender Value
Refer Docs
EMD Value
₹29,800
Closing Date
27 Jul 2022, 4:00 pmClosed
DY. COMDT.(ENGR) SHQ(DDN)
DY. COMDT.(ENGR) SHQ(DDN) SEEMADWAR, DEHARDUN
Renoavion of sewer line at Seemadwar campus of 23rd Bn ITBP, Dehradun(ukd)
2022_ITBP_701917_1
No.-04/2022-23/SHQ(DDN)/23rd Bn Dtd-20.07.22
Open Tender
Civil Works
Item Rate
90 days
23rd BN ITBP SEEMADWAR
as per tender documents
2 documents required · 2 mandatory
₹0
₹29,800
Yes
22 Jun 2023
20 Jul 2022
28 Jul 2022
20 Jul 2022
27 Jul 2022
20 Jul 2022
Amount
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 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 :All kinds of soil : Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge.
Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm
Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 100 mm dia pipe
Providing and fixing soil, waste and vent pipes : 100 mm dia Sand cast iron S&S pipe as per IS: 1729
Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : 100 mm dia pipe
Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : For 100 mm dia pipe
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100 mm dia Sand cast iron S&S as per IS - 1729
Providing and fixing plain bend of required degree. 100 mm dia Sand cast iron S&S as per IS - 1729
Providing and fixing single equal plain junction of required degree : 100x100x100 mm Sand cast iron S&S as per IS - 1729
Providing and fixing collar : 100 mm Sand cast iron S&S as per IS - 1729
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Extra for depth for manholes : Size 90x80 cm, With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :100 mm diameter
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. Rectangular shape 600x450 mm internal dimensions
M/S PURAN SINGH
KOKAB ENTERPRISE
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