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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹14.9 LAccepted-Finance | L-1 | Accepted-Finance Due to L-1 | |
| 2 | L-2₹15.5 L+₹57,643 (3.87%)Rejected-Finance | L-2 | Rejected-Finance Due to L-2 | |
| 3 | L-3₹16.5 L+₹1.6 L (10.8%)Rejected-Finance | L-3 | Rejected-Finance Due to L-3 | |
| 4 | L-4₹16.9 L+₹2.0 L (13.7%)Rejected-Finance | L-4 | Rejected-Finance Due to L-4 | |
| 5 | L-5₹18.0 L+₹3.1 L (20.6%)Rejected-Finance B 30 JEEVAN VIHAR SHASTRI NAGAR GHAZIABAD UTTAR PRADESH 201001 | GHAZIABAD | UTTAR PRADESH | 201001 | L-5 | Rejected-Finance Due to L-5 |
Tender Value
Refer Docs
EMD Value
₹40,000
Closing Date
28 Nov 2023, 10:00 amClosed
Director CSIR CBRI
Director CSIR CBRI Roorkee
2023_CSIR_174892_1
193(629)EST/2023-24
Open Tender
Civil Works
Item Rate
90 days
Director CSIR CBRI Roorkee
9 documents required · 9 mandatory
₹590
Director CSIR CBRI
₹40,000
8 Dec 2023
17 Nov 2023
29 Nov 2023
17 Nov 2023
28 Nov 2023
17 Nov 2023
Amount
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of ngineer - in- charge.
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
Earth Work in excavation by mechanical / manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm. on plan) including dressing sides and ramming of bottoms, lift up to 1.5 including getting out the excavated soil as directed.All kinds of soils
Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layer not exceeding 20Cm. in depth , consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1, 5m.
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)
Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia piles
Reinforced cement concrete all work up to plinth level mix 1:1.5:3 in (1 cement :1.50 coarse sand :3 graded stone aggregate 20mm nominal size) (excluding cost of centering, shuttering, finishing and reinforcement.
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses,fillets, columns, pillars, piers , abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering ,finishing and reinforcement1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone cu.m aggregate 20 mm nominal size)
Reinforced cement concrete work in beams suspended floors roofs having slope up to 15 landings balconies, shelves, chajjas, lintels, bands, plain window sills, stair cases up to floor five level excluding cost of centering, shuttering, finishing and Reinforcement.(1 cement :1.50 coarse sand :3 graded stone aggregate 20mm nominal size)
Centering shuttering i/c strutting, propping etc. and removal of from for.
Foundations and footings
Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Columns, pillars, piers, Abutments, posts and Struts.
Reinforcement for RCC work i/c straightening, cutting bending, placing in position and binding all complete: Cold twisted bars(Fe500)
Brick work in foundation of class designation 75 in Cement mortar 1:6 (1cement :6 coarse sand)
Brick work in superstructure of class designation 75 in Cement mortar 1:6 (1 Cement : 6 coarse sand).
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats.
12 mm cement plaster:1:6 (1 cement : 6 fine sand)
15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand)
Dismantling barbed wire and MS angle or flexible wire rope in fencing including making rolls and stacking within 50 metres lead.
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in:Channels, angles, tees and flats
Dismantling of old cement concrete block wall manually including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
Cement concrete block masonry (as per CBRI specifications) in foundation and plinth with new CC block (Size 300x200x150mm) in 1:6(1 cement : 6coarse sand )
Cement concrete block masonry (as per CBRI specifications) in superstructure with new CC block (Size 300x200x150mm) in 1:6(1cement : 6coarse sand )
Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :- Flush/ Ruled pointing
Providing Unskilled manpower for cleaning of vegitation near boundry wall for safely working purpose at site as per direction of Engineer-in-charge
M/S AYUB CONTRACTOR
KFK INDIA CONSTRUCTION PVT LTD
M/S MOHMMED AKHLAK
B S ELECTRICALS
M/s Atul Kumar
RAKESH KUMAR
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