Constructing Causeway/ Pipe culvert at Village Basawal at river Orian after flood 2020.

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in- charge. (HSR item No. 4.12)

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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(HSR item No.4.14)

Providing lowering cutting jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1 :3/2 cement sand mortar and with end dowels filled with 1 :3/2. cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No . 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading completein all respects. the internal diametric of the sewer being 1400mm. (HSR item No.21.95.11)

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, and bases for columns (HSR item No.6.29.1)

Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses,plinth and string courses fillets, kerbs and steps etc. (HSR item No.6.29.2)

Centering and shuttering including strutting, propping etc. and removal of form work for Columns ,piers, abutments, pillars, posts and struts. (HSR item No.6.29.3)

Cement Concrete 1 :2:4 (1 Cement : 2 coarse sand : 4 stone aggregate 20 mm) (HSR item No.6.1.2)

Cement Concrete 1:1½:3 (1 Cement: 1½ coarse sand : 3 stone aggregate 20 cum 1 0.40 mm) (HSR item No.6.1.1)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix , including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works above plinth level up to floor IV level (HSR item No.6.25.2)

Supply and carriage of stone boulder confirming to PWD specification No. 3.31 at site of work including loading, unloading, stacking and re-handling if any.

Supply of M.S. wire crates of size 8’X4’X4’ with 6”X6” (15cmX15cm) mesh as per PWD specification No. 23.8 with made of M.S. wire (soft drawn) 4 mm dia as per IS specification No. 280-1978 (latest) for General Engineering purpose.

Filling stone or spalls into crates, and hand packing by mechanical/manual means. (HSR item No. 16.32)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. (HSR item No. 6.33.6)

Sh. Balvinder Singh Contractor

NARPAL CONTRACTOR

Jai Bhagwan Sharma Contractor

Sucha Singh