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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance 246 14 NANADA NAGAR INDORE 452011 MP | INDORE | MADHYA PRADESH | 452011 | Admitted-Finance |
| 4 | Rejected-Technical 44 CHUNABHATTI CHATTRAPATI SHIVAJI COLONY KOLAR ROAD CHUNABHATTI VILLAGE TOWN CITY BHOPAL BHOPAL MADHYA PRADESH 462016 INDIA | BHOPAL | MADHYA PRADESH | 462016 | Rejected-Technical firm does not have experience in relevant civil work. Hence, firm is techno-commercially disqualified |
| 5 | Rejected-Technical | Rejected-Technical firm is not registered for tendered item. Hence, firm is techno-commercially disqualified |
Tender Value
Refer Docs
EMD Value
₹87,000
Closing Date
9 Dec 2024, 9:00 amClosed
Biplab Basak
Security Paper Mill, Narmadapuram
PROVIDING AND LAYING OF 150MM DIA MS PIPELINE FROM NPP TO CANTEEN
2024_SPMCI_214623_1
6000019037/CIVIL/150MMPipeline
Open Tender
Pipe Laying Works
Works
180 days
Security Paper Mill, Narmadapuram
As per Sec IX Prequalification Criteria of the tender document
2 documents required · 2 mandatory
₹0
₹87,000
Yes
10 Apr 2025
16 Nov 2024
10 Dec 2024
16 Nov 2024
9 Dec 2024
16 Nov 2024
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 : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre).
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.
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)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and laying S&S C.I. standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class): Up to 300 mm dia
Providing and laying in position MS pipe of class C including laying of CI special such as tail pieces collar etc. , lead caulked joints / fixing with flange with gasket, nut & bolt/welding, required clamping and testing of joint, all completeas per direction of EIC. C Class MS pipe of 150 mm dia
Providing and fixing C.S. sluice valves complete with bolts, nuts, rubber insertions etc. 150 mm diameter table H
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer and synthetic paint coat all complete.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in -charge.
Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge
Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :bricks of class designation 7.5
Providing and laying in position GI pipe of 80mm dia complete with required fittings and connections including clamping, cutting and making good the wall, trenching and refilling all complete as per Direction of EIC
BALAJI INFRACON (BID ID -781857)
Arete Consultant (BID ID -782418)
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