Estimate for remodeling of Badola Minor from RD o to 21000

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 ,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 ,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. 6.23.1.1

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 HSR 7.21.1

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

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

Steel reinforcement for RCC work where not included in the compleate rate of RCC, including straightening, cutting , banding, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and anealed steel wire etc. compleate in all respect below plinth level for cold twisted bars complete in all respect as per HSR 6.33.3 .

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

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

Brick work with common burnt clay non modular bricks of class degignation 7.5 in foundation and plinth in cement motar 1:3 ( 1 cement : 3 course sand) complete as per HSR. 7.21.1+.25(3380-2573)

Lowering plain and reinforced concrete pipes and specials 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. Including supply of 300mm dia RCC pipe NP 2.(HSR 21.44.6 + Unique code 1210)

Centering and shuttering i/c strutting, proping and removal of form work for roof slab, 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 O 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 machine batched and machine mixed degined mix M-25 grade cement concrete for reinforced cement concrete work, using cement content @330kg/cum as per approved design mix, including pumping of concreate 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 work upto plinth level as per HSR item 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 6.29.1

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 CC 1:4:8 disposal of unserviceable material within 50 metres lead as per direction of Engineer - incharge. (HSR 5.23.2)

Dismantling of RCC stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - incharge. (HSR 5.25)

Suply and Lowering plain and reinforced concrete pipes and specials of 1200 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)

Providing gate & gearing on H/Regulators

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 1200 mm dia as per HSR item No. 5.53.2

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 300 mm dia as per HSR item No. 5.53.1

Credit for Old Brick masonry HSR B0146

Credit for Old Steel Bars HSR B0041

Credit for Old 1200 mm dia RCC pipe NP-3

Credit for Old 300 mm dia RCC pipe NP-2

Credit for Old tile Masonry/brick bats

Credit for surplus earth

M/S SHREE BALAJI BUILDERS