Central Institute For Cotton Research Tender
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Central Institute For Cotton Research - CICR Tender
Civil And Construction
Civil Works Others
Building Construction
Eprocure
Opening Date13 Jan 2023
Closing Date2 Feb 2023
Tender Amount₹ 18,27,650
Costs
EMD
₹ 36,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_DARE_734919_1Bid Award Id
ViewTender No
02/Const of Goat Demonstration Unit KVK/2023Tender Authority
Central Institute For Cotton Research ViewPurchaser Address
-Website
http://http://www.cicr.org.in/
GEM & Bid Advisory Services
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Documents
Tender for Construction of goat demonstration unit at instructional farm of KVK at ICAR-CICR, panjari, khapri phata, wardha road, Nagpur
BOQ Items
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
16.11
-
-
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
136.01
-
-
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
48
-
-
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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
18.45
-
-
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
42.88
-
-
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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
4.14
-
-
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
3.7
-
-
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in Cement Mortar 1:6 (1 cement : 6 coarse sand).
6.17
-
-
Filling in plinth with moorum
33.3
-
-
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
15.6
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)
20.03
-
-
Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire 0.63 mm
95.35
-
-
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a riming
coat of approved steel primer all complete.
3040
-
-
Fibre reinforced by organic fibres and/or inorganic synthetic fibres cement corrugated sheet 6 mm thick (ASBESTOS CEMENT SHEET)
178.23
-
-
Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
1
-
-
Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.
10.17
-
-
12 mm cement plaster of mix : 1:4 ( cement:4 fine sand)
191.84
-
-
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer
191.84
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
5.98
-
-
Centering and shuttering including strutting, propping etc. and removal of form for - PILE CAP
23.04
-
-
Centering and shuttering including strutting, propping etc. and removal of form for - BEAM
16.08
-
-
Centering and shuttering including strutting, propping etc. and removal of form for - COLUMN
60.21
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.- TMT
1675
-
-
STEEL WIRE
25.13
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.- TMT
680.7
-
-
STEEL WIRE
10.21
-
-
Fibre reinforced by organic fibres and/or inorganic synthetic fibres cement close fitting adjustable ridge
20.32
-
-
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (PVC pipe 110 mm diameter)
40.64
-
-
75 mm diameter
9
-
-
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