Rehabilitation of Siswala Sub Minor from RD 0 to RD 32000.

Amount

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including 10 mm thick cement plaster 1:5, form work, dressing and preparation of sub grade as per HSR item No. 14.10.1.2 @ 310 per sqm

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including 10 mm thick cement plaster 1:5, form work, dressing and preparation of sub grade as per HSR item No. 14.10.1.1 @ 306 per sqm (Derived)

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 the Engineer-in-charge. (Note :- Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix for sleepers). M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) as per HSR item No. 6.22.2.2 @ 4224 per Cum

laying 150 micron polythene sheet @0.13/sqm (NS)

Supply 150 micron polythene sheet @ 150/Kg (NS)

Brick work in 1:4 (1 cement 4 course sand) mortar with common burnt clay non-modular bricks of class designation 9.5 in foundation and plinth complete as per HSR. 7.21.1 @ 4135/cum(=) B•B

Dismantling of brick masonry laid in cement sand mortar manually/by mechanical means ic stacking serviceable materials and disposal of unserviceable material with in 50 mtr lead or as per direction of enginner incharge complete as per HSR 5.7.4 @655/cum if teband,30 cm in depth, 1.5 m in-width as well as 10 sqm on plan) including-getting out- and-dispesat-of excavated earth-lead-up-to-50 m and lift up to 1.5m as directed by Engineer-in-charge. (HSR 4.42.T) @ 87 per cum

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 4.14.1 @ 87 per cum

Filling expansion joints, with special impervious hot pour, 12.5 mm wide as per HSR item No. 14.18 @ Rs. 1 per mtr/CM depth each

Steel reinforcement of Thermo-Mechanically Treated bars of grade Fe-500D 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 as per HSR 6.33.6 @ 68/Kg or 6800 per Qtl

Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km as per HSR 4.33 (Derived)

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, (All kinds of soil) as per HSR 4.12.1

Ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation as per HSR 4.33 (Derived)

Brick work in 1:3 (1 cement 3 course sand) mortar with common burnt clay non-modular bricks of class designation 10 in foundation and plinth complete as per HSR. 7.21.1 (Derived)

Providing laying lining cutting NP-2

Extra allowane for work in concrete lining in bed HSR item No. 14.16.1

Supply and fixing APM block (NS)

Removing hume pipes-NP 2/NP 3/NP 4 including excavation and taking out the pipes manually/ by mechanical means and stacking the pipes within standard lead up to 600 mm dia as per HSR item No. 5.53.1 @ 95/- per mtr

Dismantling of pucca road i/c soling, wearing coal, screening and sorting & stacking of all serviceable materials with in ,100 mtr distance complete as per HSR 24.37 @ 296.70+370%

Restoration of pucca road cut in level in the existing road surfece ic preparation of sub grade, laying and relaying of soling, laying and consolidation of wearing coat to water bound macadam specifications , laying 20 mm thick premix carpat on top ic cost of track and seal cost with supply and carriage of all required materials complete in all respect as per HSR 24.38 @ 5247+350%

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching piant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grace for reinforced cement concrete work, inciuding pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 the Engineer-in-charge. All works above plinth level up to floor IV level as per HR item No. 6.25.1 @Rs 4999/- per cum

Centering and shuttering including strutting, propping etc. And removal of form work for Foundations, footings, bases for columns as per HSR item No.6.29.1 @ Rs.174/-sqm

Providing & laying in position Cement concrete 1:4:8 with 8 graded sone aggregate of 40 mm size in foundation and piinth excluding centering & shuttering complete in alt respect as per HSR 6.1. @2735/cum

Centering and shuttering including strutting, propping oic. And removal of form work for Retaining walls, return walls, i/c atached pilasters, buttresses, plinth and string courses, fillet kerbs and steps etc as per HSR item No.6.29.2 @Rs.316/- sqm

Demolishing R.C.C. work manually/ by mechanical means cum including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer . incharge. (HSR 5.25) @ 1749/cum

Centering and shuttering including strutting, propping etc. and removal of form for roof, landing etc complete as per HSR 6.30.3 @ 233/sqm

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 complete in all respects. the internal diametric of the sewer being: (900 mm) as per HSR 21.95.8

Removing hume pipes-NP 2/NP 3/NP 4 including excavation and taking out the pipes manually/ by mechanical means and stacking the pipes within standard lead as per direction of Engineer-in-charge above 60mm dia as per HSR 5.53.2 @ 195/- mtr

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 complete in all respects. the internal diametric of the sewer being: (450 mm) as per HSR 21.95.3

Providing and laying dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks complete as per HSR 10.34 @ 531 per sqm

Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead Complele as per HSR 17.75 (New item)

Demolishing cement concrete 1:2:4 or leaner (i/c equalent designmix)manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.complete as per HSR-5.23.2 @ 1287/Cum

Old Brick Masonry

Old RCC pipe 300mm dia NP-2

Old Steel Bars

Old RCC pipe 900mm dia NP-3

Old tile masonry

The Tibba Dana Sher Co Op L and C Society Limited

M/s Balaji Construction Company