construction of approach road and gate near indoor hatchery and boundary wall for residential quarters at carp Fish Farm Gagret Distt Una HP

Amount

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock complete within all leads and lifts as per direction of Engineer-in-Charge

Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 mtr.complete within all leads and lifts as per direction of Engineer-in-Charge

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) complete within all leads and lifts as per direction of Engineer-in-Charge

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) : 8 graded stone aggregate 40 mm nominal size) complete within all leads and lifts as per direction of Engineer-in-Charge

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)complete within all leads and lifts as per direction of Engineer-in-Charge

Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete complete within all leads and lifts as per direction of Engineer-in-Charge

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Hot rolled deformed bars complete within all leads and lifts as per direction of Engineer-in-Charge

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) complete within all leads and lifts as per direction of Engineer-in-Charge

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :Cement mortar 1:3 (1 cement : 3 coarse sand) complete within all leads and lifts as per direction of Engineer-in-Charge

Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete within all leads and lifts as per direction of Engineer-in-Charge

15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) complete within all leads and lifts as per direction of Engineer-in-Charge

Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) complete within all leads and lifts as per direction of Engineer-in-Charge

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture complete within all leads and lifts as per direction of Engineer-in-Charge

Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

P/L weep holes in Retaining/Breast Walls with 110 mm dia pvc pipes laid in slope of 1:20 complete within all leads and lifts as per direction of Engineer-in-Charge

VARINDER KUMAR

Pankaj Rana Govt Contractor

VIKAS SHARMA

Vipan Kumar

Naveen Kumar

Bhupender Singh

Javed Khan