Himachal Pradesh Agriculture Development Society Tender
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Himachal Pradesh Agriculture Development Society Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date6 Sep 2024
Closing Date17 Sep 2024
Tender Amount₹ 13,22,500
Costs
EMD
₹ 26,500Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HPCDP_92756_1Bid Award Id
ViewTender No
F(5)-104/2024-1099dt06.09.2024Tender Authority
Himachal Pradesh Agriculture Development Society ViewPurchaser Address
-Website
http://http://hpcdp.nic.in/
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Documents
BOQ Items
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 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 then disposing of surplus excavated soil as directed, within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
12
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-
Centering and shuttering including strutting, propping etc. and removal of form work for :
-
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Foundations, footings, bases for columns, mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.88
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-
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.
3.16
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-
Suspended floors, roofs, landings, balconies and access platform complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2.5
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Edges of slab and break in floor and walls complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
54
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Extra Allowance for formwork in concrete lining in:
-
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Bed complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.
66.26
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-
In sides complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.
72.33
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-
Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
39.28
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-
Providing and laying in position cement concrete 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of centering and shuttering for all work up to plinth level complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
-
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All work up to plinth level excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.75
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-
Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in :
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All work up to plinth level excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.05
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-
In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.57
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-
In beams, suspended floors, roofs having slope upto 15 degree landing , balconies, shelves, chajjas, lintel , bands, plain window sills, staircase and spiral stair cases above plinth level up to floor five level , excluding the cost of centeringb , shuttering , finishing and reinforcemen with 1:1.5:3 ( 1 cement : 1.5 coarse sand:3 graded stone aggregates 20 mm nominal size) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
0.99
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-
Providing cement concrete lining 15 cm thick or less for irrigation channels, using cement concrete 1:2:4 (1 cement2 sand :4 stone aggregate 20 mm nominal size) in:
-
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Bed complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
66.26
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-
Side slopes complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
72.33
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Cement concrete flooring 1:2:4(1 cement :2 coarse sand :4 graded stone aggregates) finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
66
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-
Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
106.35
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-
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 complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
209.38
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Providing, laying, jointing , commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239: 2004 of 125 mm dia, medium class with all necessary fittings conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. including flushing , cleaning and hydraulic testing of pipe complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.
12
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Providing circumferencial Butt welded joints by electrical arc welding to GMS tubes confirming to IS : 1239: 2004 of 125 mm dia,welded in requisite numbers of weld runs to make the joint leak proof so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - Citojet / ESAB make conforming to IS 814-1991, at site of work complete in all respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.
1
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-
Finishing with epoxy paint (two or more coats) at all locations prepared on steel work and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
5.14
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-
Cutting of MS Plate permanent engraving marked scale/calibration on the plate and fixed at the site of work.
1
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Writing new letters and figures of any shade with synthetic enamel black or any other approved colour to give an even shade as per drawings and technical specifications clause 1701 in English and roman, hyphen, commas and the like not to be measured and paid complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
2066.25
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-
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