Providing Pump Chamber and Under Ground Tank for Fire Fighting System at CHC Babain in District Kurukshetra.

Amount

Earth Work in excavation in foundations trenches etc. in all kinds of soil not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavaed soil clear from the edge of ecavation and subsequent filing around masonary in 15cm, layer with compaction including disposal of all surplus soil as directed with in a lead of 30 metre. (HSR 6.6)

EARTH WORK IN EXCAVATION IN FOUNDATIONS, TRENCHES, OF UNDER GROUND STRUCTURES. SULLAGE DRAINS,ETC., AND OTHER SIMILAR WORKS IN ORDINARY SOIL INCLLUDING DRESSING of bottom and sides, to correct levels and templates, cutting of trees and bushes, dewatering of rain water, diversion of traffic, fixing and maintenance of caution boards, and night signals, cressing over trenches for access to houses, watching, stacking of excavated soil, clear from the edge of excavation, and subsequent filling, where required around masonry, in 15 cm layers, with compaction AND DISPOSAL OF SURPLUS SOIL AS DIRECTED WITHIN A LEAD OF 30 METRES FOR DEPTH UPTO 2 METRES BELOW NATURAL GROND LEVEL (For Public Health works only). (HSR 6.7)

Cement Concrete 1:4:8 with stone aggregate 20mm nominal size in foundation and plinth. (HSR 10.38)

Cement Concrete 1:4:8 with stone aggregate 40mm normal size in foundation and plinth (HSR 10.39)

First class brickwork laid in cement sand mortar 1:5 in foundation and plinth (HSR 11.3)

Damp proof course 40mm thick 8 Cement Concrete 1:2:4 using stone aggregate with 2 coats of bitumen 20/30 penetration at 1.65 sqm per sqm laid out sanded. (HSR 14.114)

First Class brickwall laid in cement sand mortar 1:5 in first storey upto 4 metres aove plinth level. (HSR 11.8)

11.43cum thic brick wall laid in cement sand mortar 1:4 in superstructure (HSR 11.48) (a)

Cement Concrete 1:1.5:3 with stone aggregate 20mm nominal size for reinforced concerete work in slab with inclination not exceeding 25 degree with horizontal excluding steel reinforcement but including centring and shutting, laid in position complete in all respect. (HSR 10.82+10.95)(a)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20cm 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))

Cement Concrete 1:1.5:3 with stone aggregate 20mm nominal size for reinforced concrete work for walls (10cm to 20cm thickness) Straight and curved excluding steel reinforcement but including centring and shuttering laid in position, complete in all respect. (HSR 10.87+10.95(a)

Terracing consisting of tiles 22.896cm & 11.43cm x 3.81cm laid over 87.50m mud filling on a layer of 2.5mm mud plaster and another layer of mud mortar for laying the tiles, including two coats of bitumen laid at 1.65 Kg. per sqm on top of R.C.C. slab including grouting with cement sandmortor 1:3 and top surface to be left clean etc. (HSR 13.13)

Top Khurra 0.6mX0.6m Rain water top in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:6. (HSR 13.50)

Bottom Khurra on ground 1.2mx0.60m consisting of brick on edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:11 including 12mm thick cement plaster 1:3. (HSR 13.57)

Cement Concrete 1:2:4 10cmx10cm quardinent along junction at roof with parapet wall finished smooth where specially specified. (HSR 13.64)

Provding and fixing PVC Rain water to pipe 6kg pressure of ISI mark in cement mortor during masonary work. (a) 100mm dia PVC pipe 6kg pressure. (HSR 13.89) (a)

Providing and fixing PVC Bend complete in all respect. (13.90) (a) 1.00 m dia PVC Bend

Earth filling under floors with surplus soil excavated from foundation and taken only from outside the building plinth in 15cm layer including ramming watering and cosolidation lead upto 30 mtr. (HSR 6.13)

Congolemerate floor 40mm cement concrete 1:2:4 on 100mm cement concrete 1:8:16 and 100mm sand or stone filling. (HSR 14.12)

Brick-on-edge flooring laid in cement sand mortar 1:4 on 75 mm thick cement 1:8:16 and 100 mm sand filling and cement pointed 1:2 on top. (HSR 14.23)

12 mm thick cement plaster 1:2 with Cement rendering on plaster 1 mm thick (HSR 15.3+ 15.75)

12m thick cement plaster 1:4. (HSR 15.5)

15m thick cement plaster 1:4 on the rough side of single or half brick work outside Pump Chamber (Including Parapet Wall). (HSR 15.10)

10 mm thick cement plaster 1:3 (HSR 15.51)

10mm thick cement plaster 1:4 inside only. (HSR 15.52)

Cement pointing 1:2 deep variety on brick and tile work. (HSR 15.60)

Cement pointing 1:3 deep variety on brick and tiles work. (HSR 15.61)

Steel Work, fixed indepedently without connecting plates, including cutting hoisting and fixing in position. (HSR 18.1) R.S. Joist 200mmx140mm

Pressed steel sheet frames (Chowkats) consisting of 2mm thick steel sheet of the specified section including from lugs (held fasts), iron hinges confirming to P.W.D. specification including belts for fixing stops locknotch, provision for receiving tower bolts and finished with one coat of ready mixed point red lead setting primer of approved quality fixed in position including the cost of cement concrete 1:3:6 for fitting in the frame and cement concrete 1:3:6 for lugs complete. (HSR 18.34) (a) Door and Window frame of size 89mmx50mm with 40mm wide single rebate.

Providing and fixing sliding bot with nuts and screws etc. complete (HSR 17.83) (b) Aluminum

Factory manufactured panelled door or glazed windows shutter of commercial hard wood such as Hollock clamp chickrassy and choplash etc. (coniferous timber other than teak conforming to I.S. specification No.1003 Kiln seasoned) with 100mm wide vertical styles, 150mm wide lock rail, 200mm with bottom rail and 100mm wide other rails with panels of 15mm thick tongued and grooved of commercial hardwood and including cost of iron hinges, screws, checks/ cleats, stops nails etc. complete fixed in position (excluding the cost of any fitting other than specified above, but including labour for fixing the same in position) (HSR 17.90) (b) 35mm thick

Supply and erection of 10.5cm dia MS fan box including 10mm dia, 50cm long MS Rod made into suitable suspension hook erected in RCC Slab for the erection of fan complete with all Labour and material required to complete the job. (HSR 31.18 (XVII))

Planking of commerical hard wood such as hollock, Champ, Chickrassy and chaplash etc. 1 No. coniferous times other than teak conforming to IS specification no.1003 Kiln seasoned placed on both sides reboted and fixed in position including nails and screws etc. (HSR 17.16)

Preparation of plywood surface for painting including sand preparing the surfrace and applying filling with appoved quality consisting of white lead linseed oil varnish and chalk mitti including finishing surface to required finish complete. (HSR 16.1)

Applying pink primer or aluminium coat on wood work including preparation of surface knotting and stopping etc. (HSR 16.2)

Painting two coats excluding primary coat with synthetic enamel paint in all shades on new wood work in metallic of plaster or concrete surfaces as give on even shades (1st quality paint) qty. (HSR 16.3)

Applying priming coat with metal primer on new steel or iron work including preparation of surfaces (with 1st quality paint) (HSR 16.9)

Painting two coats on iron sheet with mixed paint on new work to give an even shades (1st quality paint) (HSR 16.19)

White washing three coats complete in all respect. (HSR 16.48)

Colour washing two coats (HSR 16.50)

Distempering with washable oil bound distemper (of approved manufacturer) two coats over one primary coat on new work (HSR 16.58)

Finishing walls with exterior decorative cement based paint such as snowcem robblace etc on new work two coats to give an een shade (HSR 16.61)

Supplying of fixing fibresheet covered for including (NS)

Cement Conc 1:1.5:3 with stone aggregate 20mm nominal size for reinforced conc. Work for walls exceeding 20 cm thickness (Straight and curved) beams girders, stairs, columns (square or rectangular, batten and lintels etc. excluding steel reinforcement but including centring and shuttering laid in position complete in all respect. (HSR 10.86+ 10.95)

Fe 500 EQR TMT bars for bars RCC works where not including in the complete of RCC works including placing in position complete. (HSR 18.22)

Supplying and fixing glass panes with deordar and moulting. (HSR 17.24 (d) Plate glass (Indian) 5.5mm thick (glazing areas exceeding 84 sqm cum of each plate)

Note: In case of any difference in the unit & nomenclature of any of the HSR items depicted in this DNIT and that given in HSR, the unit and nomenclature given in HSR shall be applicable.

The Samora Coop Society