Remodeling of Dhani Miran Disty from RD 0 to 17500

Amount

Lining with Design mix Cement concrete of grade M-15 with minimum cement contents 240 Kg/Cum, 75 mm thick in Bed manually including 10 mm cement plaster1:5, form work curring ,preparation of Sub Grade as per HSR item No.14.10.1.1.

Lining with Designmix Cement concrete of grade M-15 ) with minimum cement contents 240 Kg/Cum, 75 mm thick in curve portion and side slopes manually including 10 mm cement plaster 1:5, form work , curring ,preparation of Sub Grade as per HSR item No.14.10.1.2

Providing and laying in position ready mixed plain cement concrete M-15, 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 work ability 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 @ 240kg/cum) as per HSR item No. 6.22.1.2

Brick work in 1:4 ( 1 cement 4 coarse sand) mortar with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth complete as.

Providing & laying in position Cement concrete 1:4:8 with 8 graded sone aggregate of 40 mm size in foundation and plinth excluding centering & shuttering complete in all respect as per HSR 6.1.6

Cement conc.1:2:4 with 20mm Stone aggregate in foundation below plinth HSR 6.1.2

Filling expansion joints, with special impervious hot pour, 12.5 mm wide as per HSR item No. 14.18

Steel reinforcement of thermo mechanically threaded bars of graded Fe-500D for RCC work , where not included in the complete rate of RCC i.e. straightening, cutting bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wires etc. complete in all respect above plinth level as per HSR 6.33.3 @ 68/kg or 6800 per Qtl

Excavting supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1km also including ramming and watering of the earth in layers not executing 20 cm in trenches, plinth, sides of foundation etc. complete. (HSR item 4.33)

Earth work in excavation by mechanical means (Hydraulic excavator) manual means over areas (exceeding 30cm in depth 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5m, as directed by Engineer-In-Chief (HSR item 4.12)

Brick work in 1:3 ( 1 cement 3 course sand) mortar with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth complete as per HSR. 7.21.1.

Suply and Lowering plain and reinforced concrete pipes and specials of 350 mm dia NP-2 into trenches for all depths and laying out the same to correct alignment gradients levels etc., including all dressing and trimming and cutting of concrete beds and joint holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching haunches and envelope are completed. The pipes shall rest on the beds at all points throughout their lengths and to ensure this they shall be grouted in where necessary as described in item no.21.38 including carriage from the stores of the Engineer-in- charge and safe delivery thereof at site of works. This includes, loading, unloading, stacking at convenient points adjacent to the works ready for lowering as may be found most convenient in the interest of work.(HSR 21.44.6.

Centering and shuttering i/c strutting, proping and removal of form work for roof, landing etc, complete as per HSR 6.30.3.

Dismantling of flexible pavement/bituminous course by Mechanical Means (HSR 17.3)

Providing, laying patchwork with stone aggregates of Grading - II laid to water bound macadam specifications after trimming the pot holes, removal of failed material, hand packing, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregates, watering, and rolling with smooth wheeled roller 8 - 1 tonne to match the adjoining surface complete as per technical clause 404 of MORT&H specifications (HSR 17.53.2)

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using minimum cement content 330kg/cum as per approved design mix, 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 reinforced cement concrete work, including 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 : to accelerate/ retard setting of concrete, improve 9103 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 HSR item No. 6.25.1.

Centering and shuttering i/c strutting, proping and removal of form work for foundation, footing and bases of coloums etc complete as per HSR 6.29.1.

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 .

Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead Complete as per HSR 5.6.

Centering and shuttering including strutting, propping etc. 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.

Providing Gates & Gearing on for Regulation (NS)

Dismantling of brick masonry laid in cement sand mortar manually/by mechanical means i/c stacking serviceable materials and disposal of unserviceable material with in 50 mtr lead or as per direction of enginner incharge complete as per old HSR 8.5(b)

Dismantling of RCC stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - incharge. (old HSR 8.6(e)

Suply and Lowering plain and reinforced concrete pipes and specials of 900 mm dia NP-3 into trenches for all depths and laying out the same to correct alignment gradients levels etc., including all dressing and trimming and cutting of concrete beds and joint holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching haunches and envelope are completed. The pipes shall rest on the beds at all points throughout their lengths and to ensure this they shall be grouted in where necessary as described in item no.21.38 including carriage from the stores of the Engineer-in-charge and safe delivery thereof at site of works. This includes, loading, unloading, stacking at convenient points adjacent to the works ready for lowering as may be found most convenient in the interest of work.(HSR 21.95

Removing hume pipes-NP 3 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 600 mm dia as per HSR item No.5.53.2.

Lowering plain and RCC pipe upto 350mm and specials into trenches for all depths and laying out the same to correct alignment gradients levels etc, all as per HSR items No. 21.44.7.2.

Removing hume pipes-NP 2 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 up to 600 mm dia as per HSR item No.5.53.1

Credit for Old Brick masonry HSR B0146@ Rs. 400+720+160=880

Credit for Old Steel Bars @3000/Qtl

Credit for Old 900 mm dia RCC pipe NP-3 80% of total quantity

Credit for Old 300 mm dia RCC pipe NP-2 @50% of total quantity

Credit for Old tile Masonry/brick bats

Credit for surplus earth.

Ranjeet Singh

M/S SHREE BALAJI BUILDERS