Construction of Land Scaping, Playground, Under Water tank and Premix Carpet on Road of Govt. Women College at Hisar

Amount

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 6.6)

Excavation for pipelines running under pressure In trenches and pits, in streets & lanes including Trimming and dressing sides, levelling of beds of trenches HSR 6.9 ( a)

Excavation of trenches in streets, lanes or in Open areas for storm sewer, sewers running by Gravity nd manholes to full depths as shown In drawings including shoring timbering of Poling boards, frame System type, dressing to correct Sections and dimensions, according to templates and levels, Dewatering, provision for diversion of traffic, cutting trees and Bushes etc. Night signals, profiles, pegs, sight rails, oning rods, Crossing over trenches for access to the houses, watching fencing, Etc., fixing and maintenance of caution boards, refilling of trenches, Watering of refill, in 15 m layers, ramming and restoration of Unmetalled or unpaved surface to original condition and removal Of surplus soil from site of work, upto a lead of 1 Km in ordinary soil.. (HSR 6.10) (a) for depths of excavation exceeding 3 metres, but not exceeding 4.5 metres w.r.t. Ground level

Earth Filling under floors with surplus soil excavated from foundation and taken only from outside the building plinth, in 15 cm layers including ramming watering and consolidating lead up to 30 meters. Subject to condition soil Is non plastic. [HSR 6.13(a)].

Ploughing or leveling borrow-pits HSR 6.22

Clearing jungle including uprooting of rank vegetation, grass brush wood, trees and saplings of girth upto 30 cm measured at a heigh of 1 metre above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. HSR 6.26

Cement concrete 1 : 8 : 16 with brick ballast 40 mm Nominal size in foundation and plinth. (HSR 10.26)

Cement concrete 1:4:8 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.38+Note) (a ) For Depth 1.5 m below w.r.t. Ground level

(b ) For Depth below From 1.5 m to 4 m w.r.t. Ground level

Cement concrete 1: 2 : 4 with stone aggregate 20 mm nominal size in foundation and plinth. HSR 10.41

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect. [HSR. 10.82 + 10.95 (a)].

Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (Straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centring and shuttering, laid in position complete in all respects. [HSR. 10.86 + 10.95 (a)+Note] (a ) For Depth 1.5 m below w.r.t. Ground level

(b ) For Depth below From 1.5 m to 4 m w.r.t. Ground level

Cement concrete 1:1½:3 with stone aggregate 20mm nominal size for reinforced concrete work in footing, strips, foundation, rafts, pedestal and approach slabs of bridges etc. but excluding steel reinforcement and including centring and shuttering, laid in position, complete in all respects. (for work upto 1.5 Mtrs. below ground level). [HSR. 10.90 + 10.95 (a)]. (a ) For Depth 1.5 m below w.r.t. Ground level

(b ) For Depth below From 1.5 m to 4 m w.r.t. Ground level

Providing & laying 60mm thick interlocking paver Block of all shapes and colours in design mix cement M-40 over a bed of 25mm thick fine Sand Complete in all respect. HSR 10.158

First class brick work laid in cement sand mortar 1:4 in foundation and plinth. (HSR 11.4)

First class brick work laid in cement sand mortar 1:3 in foundation and plinth. (HSR 11.5+Note) For Depth 1.5 m below w.r.t. Ground level

(b ) For Depth below From 1.5 m to 4 m w.r.t. Ground level

Cement concrete 1:2:4 gola 10 cm X 10 cm quardrant along junction of roof with parapet wall finished smooth, where specially specified. HSR 13.64

Conglomerate floor 25 mm thick cement concrete topping 1:2:4 (HSR 14.8)

12 mm thick cement plaster 1:4 HSR 15.5) (a ) For Depth 1.5 m below w.r.t. Ground level

20 mm thick cement plaster damp proof course 1:3 with 2 coats of bitumen at 1.65 kg per sqm laid hot and sanded:- HSR 15.76 +Note) ( A) vertical, (a ) For Depth 1.5 m below w.r.t. Ground level

(b ) For Depth below From 1.5 m to 4 m w.r.t. Ground level

( A) Horizontal, (a ) For Depth 1.5 m below w.r.t. Ground level

(b ) For Depth below From 1.5 m to 4 m w.r.t. Ground level

Rough dressing the trenched ground including breaking clods. HSR 33.5

Fine dressing the ground. HSR 33.7

DSR 2.29.1 Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same. All kinds of soil

DSR 18.6A.2 : Providing and fixing PPR Union 25mm

DSR 18.6A.4 Providing and fixing ( 40mm union)

DSR 18.9.3 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This solvent cement, trenching, refilling & testing of joints complete as per direction includes jointing of pipes & fittings with one step CPVC of Engineer in Charge. 25 mm nominal outer dia Pipes

DSR 18.9.5 :Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 40 mm nominal outer dia Pipes

Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position. (HSR 18.12).

DSR 18.17.1 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality

Fe-500 EQR TMT steel bar for RCC work, where not included in the complete rate of RCC including bending, binding & placing in the position complete. (Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tones on the basis of IS:1732.Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing, shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement). (HSR 18.22).

PROVIDING AND FIXING LEAD PIPES COMPLETE IN ALL RESPECTS HSR 30.92 (a ) 100 mm i/d weighing 11.31 kg/metre thickness 3.0 mm

Cleaning of road conforming to clause no. 201 of MoRth specification for Rural Roads -2004; cleared length and width to be measured. NS

Providing tack coat of VG-10 bitumen using bitumen @ 0.3 kg per sqm; all inclusive including clearing and blowing dust off the surface using a compression (conforming to clause 503 of MoRth specification - 2004) NS

PDg & Laying 20mm Thick premix carpet, using Bitumen VG 10 as binder, for all operations binder and aggregate, heated and mixed with mechanical mixer, laying and rolling it with road roller including cost of lighting arrangement, sign boards and night watch, but excluding the cost of laying tack coat and seal coat- NS

Pdg & Laying ‘B’ type seal coat, with bitumen VG 10 and fine aggregate mixed and heated with mechanical mixer including rolling with road roller etc. as per MORTH Specification complete. NS

Supply & fixing of Monoblock 1 HP of Texmo make (NS)

M/S KIRORI CONTRACTOR

HARISH KUMAR CONTRACTOR