Laying RCC NP3 450mm dia pipe line off taking at RD 8800/R Banganga Minor to feed model pond system at village Dayalpur District Kurukshetra.

Amount

Dismantling of dry brick work HSR8.5(i)

Dismantling brick or flagged stone slab flooring including concrete base (Paver block) (HSR 8.27)

Dismantling of road including soling and wearing coat, screening and stacking of old serviceable material, complete in all respect (HSR 24.37)

EXCAVATION FOR PIPE LINES RUNNING UNDER PRESSURE IN TRENCHES AND PITS, IN OPEN AREAS, WHERE DISPOSAL OF SURPLUS EARTH IS DONE ALONGWfTH THE ALIGNMENT including trimming & dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc. refilling consolidation and watering of refill, in 15 cm layers AN D RESTORATION OF UNMETALLED OR UNPAVED SURFACE TO ITS ORIGINAL CONDITION , including the cost of dewatering of rain water, diversion of traffic, night signals, fixing caution boards, watching, fencing etc. and outside the town in ORDINAR Y SOIL:- (HSR(6.8)(a)

Earth work excavation in ordinary soil exclusive of compensation of earth - earth work undressed with a combined lead upto 30 metres including breaking of clods (HSR 6.2(b)©(i) and 6.3 (i)

Cement concrete 1:3:6 with stone aggregate 20mm nominal size in foundation and plinth (HSR 10.40)

Cement concrete 1:2:4 with 20mm stone aggregrate in foundation and plinth (HSR 10.41)

RCC 1:1.5:3 with stone aggregrate 20mm nominal size in RCC work (HSR 10.79+10.95(a)

Centring and shuttering for slab culverts:- (a) upto 3 metres span (HSR 9.18(a)

Steel reinforcement TMT Bars FE-500 EQR/FE-500D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, handers and annealed steel wire etc. and placing in position complete in all respect for all heights/depths/storeys/basements etc. NOTE:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work excluding overlaps. Wastage, overlaps, coupling, welded joints, spacer bars, chairs, stays and annealed steel wire or other methods for binding and placing shall not be measure and cost of these items shall be deemed to be included in the rates for reinforrcement.

Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading stacking handling re-handling etc. complete in all respects to the satisfaction of Engineer-in-Charge Type: Extra Heavy Duty Set (EHD-35) -560 MM Clear (HSR 29.94)

PLASTIC STEPS OF SIZE 263 MM X 165 MM of orange colour, conforming to specifications in pump chambers, manholes etc., having minimum 3mm thick Polypropylene polymer confirming to IS: 10910 encapsulated on 12mm dia ribbed steel bars per IS: 1786 The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-Charge. (HSR 29.28)

Providing loweing cutting jointing and testing RCC pipes class NP3 as per IS 458-2003 with spigot and socketed joints manufactured With ISI marked sulphate resistance cement as per ISI 12330 with rubber rings including cartiage, loading and unloading complete in all respect (HSR 29.96)

First class Brick work laid in cement sand mortar 1:3 in foundation and plinth .HSR 11.5

Plaster 12mm thick 1:3 with cement sand mortar HSR 15.4

Providing and laying 80 mm ISI marked inter locking paver block conforming to IS 15658:2006/IRC of all shapes and colours of design mix M-40 over a bed of 30mm fine sand complete in all respect (HSR 10.159)

Laying 80 mm ISI marked inter locking paver block conforming to IS 15658:2006/IRC of all shapes and colours of design mix M-40 over a bed of 30mm fine sand complete in all respect (HSR 10.159)

Restoring the road cut, in level with the existing road surface, including preparation of subgrade laying and relaying of soling and laying and consolidation of wearing coats to water bound macadam specification, and laying 20 mm thick premix carpet, on top including cost of tack and seal coat complete in all respect (HSR 24.38)

Dry brick-on-edge paving sand grouted over 50 mm thick earth and mud plaster (HSR 14.20)

Credit of dismantaled of bricks

Sh.Devender Sharma Contractor

Gian Sharma