Laying RCC Pipeline for filling of Pond of Village Keorak from Kaithal Disty. at RD 50400-R including Construction of Inlet and Outlet Structure.

Amount

Excavation for pipelines running under pressure intrenches and pits, open areas, where disposal of surplus earth is done alongwith the alignment including trimming & dressing sides, leveling 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 and 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, fenching etc., and outside the town in ordinary soil, without timbering and shoring upto 1.5 metress depth. HSR item No. 6.8 (a).

Earth work in excavation in foundations, trenches, etc.in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. HSR item No. 6.6.

Cement concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth.HSR item No. 10.39.

Cement Concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth. HSR item No. 10.41.

First class brick laid in cement sand mortar 1:4 in foundation and plinth. HSR item No. 11.4.

Providing lowering , cutting jointing and testing 600mm RCC Pipe NP3 class as per IS-458-2003 which Spigot & socketted joint manufactured with ISI marked sulphate Resistance Cement as per ISI 12330 rubber rings ISI marked antiternmite as required at site, into trenches, for all depths and laying out the same to correct alignment, gridients and levels including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber rings in trenches and jointing with 1 : 1 1/2 cement sand mortar and with end dowels filled with 1 : 1 1/2 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 HSR item No. 29.38, 29.44 , 29.45 & 29.46 including cartage loading and unloading complete in all respects. The internal diametric of the sewer being. HSR item No. 29.96 (v).

12 mm thick cement plaster 1:3 on walls. HSR item No. 15.4.

Earth work in excavation in ordinary soil exclusive of compensation of earth duly dressed with a combined including breaking of clods. HSR item No. 6.2 (b) (c) (i) and 6.3 (i).

Precast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixingin position, complete at the ground level or in first storey. HSR item No. 10.77.

Steel reinforcement TMT bars FE-500 EQR / FE-500 D 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, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights / depths / storeys / basements etc.HSR No. 18.22 A & C Slip No. 29 Dt. 25/10/2019.

Cement concrete 1:2:4 gola 10cm X 10cm quadrant along junction of roof with parapet wall finished smooth, where specially specified. HSR item No. 13.64

Dismantling brick or flagged stone slab flooring without concrete base (Paver block). As per HSR item No. 8.28.

Providing and fixing PVC Rain Water pipe 150 mm dia 6 kg pressure of ISI mark in cement mortar. HSR item No. 13.89 (b).

Laying 80mm thick interlocking paver blocks over a bed of 30 mm thick fine sand complete in all respect. (old paver block) labour rate. HSR item No. 10.159.

Providing and Laying 80mm thick interlocking paver blocks of all shapes and colours in design mix cement M-35 over a bed of 30 mm thick fine sand complete in all respect. HSR item No. 10.159.

Cement concrete 1:6:12 with stone aggregate 40 mm nominal size in foundation and plinth. HSR item No. 10.32.

Earth work in excavation in ordinary soil exclusive of compensation of earth duly dressed with a combined including breaking of clods. HSR item No. 6.2 (b) (c) (i) and 6.3 (i).

Design Mix cement concrete of grade M-15 with minimum cement content 240 Kg/cum in foundation and plinth. HSR item No.10.64 A&C slip No. 19 dated 17.08.2017.

Cement concrete 1:1.½:3 with stone aggregate 20mm nominal size for reinforced concrete work, but excluding steel reinforcement, centring and shuttering in first storey upto 4 metres above plinth. HSR item No. 10.64.

First class brick work laid in cement sand mortar 1:3 in first story upto 4 Metres above plinth level. HSR Item No. 10.10.

Extra allowance form work in concrete (in bed). HSR item No. 19.15 (a). A&C slip No. 33 dated 11.11.2019.

Making and filling expansion joints, with bituminious filler (bitumen 40%, asbestos 5% and sand 55%), 12mm wide. HSR item No. 24.34.

Making drain holes in slab (N.S. item).

Extra for profile wall. HSR item No. 11.45(a).

Extra for F.O. wall. HSR item No. 11.45(b).

Making weep holes (N.S. item).

Centering and shuttering for slab culverts upto 3 metres span. HSR item No. 9.18 (a).

Shuttering with steel shuttering for faces of foundation concrete foundation and foundation beam (vertical or battering). HSR item No. 9.13.

Sand filling under floor and in wells of bridge foundation including handling with in 100 mtr including supply of sand. ( Derive)

Supply and laying of Bajri under floor and in wells of bridge foundation including handling with in 100 mtr. ( Derive)

Providing and placing in horizontal layers filtering media screened, washed and cleaned Bajri (coarsed) graded from 20 mm to 25mm (from Ghaggar or approved equivalent quarry). HSR item No. 28.50 (d).

Rehandling of recently deposit earth. HSR chapter No.6 Note-II and 6.2 (b).

Dumping stone. HSR item No. 23.39.

Cement pointing 1:2 deep variety on brick wall. HSR item No. 15.60.

Supply and carriage of stone boulder at site of work as per PWD specififation including stacking.

Providing and fixing gate & gearing as per approved specification & design.

12mm thick cement plaster 1:4 on walls. HSR item No. 15.5.

vijay kansal contractor