Laying RCC pipeline for dewatering and Refilling of Pond Water of Village Dulgarh for irrigation Purpose from RD 0-4500

Amount

Dewatering of pond (NS)

Removing of slush of Pond HSR No. 6.1 (b)+(d)+6.2 (i)

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 theexcavated soil, clear from the edge of excavation andsubsequent filling around masonry, in 15 cm layers withcompaction, including disposal of all surplus soil, as directed within a lead of 30 metres HSR 6.6

Cement Concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth. HSR 10.39

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

First class brick laid in cement sand mortar 1:5 in foundation and plinth. HSR 11.3

Providing and lowering , cutting jointing and testing RCC Pipe class as per IS-458-2003 which Spigot & socketted joint manufactured with ISI marked sulphete Resistance Cement as per ISI 12330rubber rings ISI marked 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 29.96 (i)

12 mm thick cement plaster laid CM 1:3 on walls HSR 15.4

Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position complete in all respects HSR 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 stragting,bending, binding,wastage,overlaps,welded joints,spacer bars,chairs,stays,hangers and annealed steel wire etc. and placing in position complete in all respects fro all heights/depths/storeys/basements etc.HSR No. 18.22 A & C Slip No. 29 Dt. 25/10/2019

CC 1:3:6 With Nominal Size of stone aggrgate 20 MM nominal size in F/Plinth (HSR 10.40)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work, but excluding steel-reinforcement centring and shuttering in first storey upto 4 meters above plinth level. HSR No. 10.80

Centring & Shuttering forflat surfaces such as suspended floors, roofs, landings, chhajjas, shelves etc inclinations not exceedings 25 degree with horizontal Slab/Beam (HSR No. 9.1)

Centring & Shuttering of Sides and soffits of beams hunchings, girders, bressumers and lintels. HSR No. 9.7

Terracing consisting of tiles 22.86 cm X 11.43cm X 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and on other layer of mud mortar for laying the tiles,including two coasts of bitumen laid hot at1.65 Kg per sqm on top of R.C.C. slab including grouting with cm 1:3 and top surface to be left clean etc. HSR 13.13

12 mm thick Cement Plaster laid CM 1:4 on wall HSR 15.5

Cement pointing 1:2 on outer walls (HSR 15.60)

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

Brick-on-edge or tile 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)

Pressed steel sheet frame (chowkhat) consisting of 2mm thick steel sheet of the specified section, including iron lugs ( hold fasts) iron hinges, conforming to P.W.D specifications, including bolts for fixing stops, locknotch, provision for receiving tower bolts, and finished with one coat of ready mixed paint red lead non-setting primer, of approved quality, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame, and cement concrete 1:3:6 for lugs complete (HSR 18.34) (b) size 76 mm x 38 mm with 35 mm wide single rebate

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

Commercial hard wood such as hollock, champ, chikrassy and chaplash, etc., (nonconiferous timber other than teak conforming to I.S. specification No.1003 kiln seasoned),shutters with vertical styles and rails, as specified in the statement No.1 (attached in the end of this chapter), with two Nos. plywood panels of the specified thickness, mentioned below, tongued and grooved including the cost of iron hinges, screws, chocks/cleats, stops, etc., complete fixed in position excluding the cost of tower bolts and handles but including the labour for fixing the same HSR 17.30 (a)

White washing two coat (HSR 16.47)

Finishing walls with exterior decorative cement based paints such as snowcem Robiacem etc. on new work, two coats to give an even shade (HSR 16.61)

Applying priming coat with metal primer on new steel or iron work including preparation of surface (HSR No. 16.9)

Painting two Coat excluding primary coat with ready mixed paint for metallic surfaces in all shades on new steel or iron work (HSR 16.17)

Providing & Fixing fan hook boom 16 mm (HSR No. 18.38-a)

Wrought iron and mild steel (using angles, flats, square bars, tee, 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 rodsw or bolts and nuts complete fixed in position (HSr No. 18.10)

fan point (medium size)

. light point (medium size) (HSR no. 31.36(ii) (b)

3 pin plug point (medium size) (HSR No. 31.36) (vii) (b)

Factory manufactured pennelled door or glaged window,shutters of commercial hard wood such as hollock, champ, chikrassy & chaplash, etc.(non-coniferous timber other than teak, conforming to I.S. specification No. 1003, kiln-seasoned) with 100mm wide vertical styles,150mm wide lock rail, 200mm wide botta rail and 100mm wide other rails, with panels of 15 mm thick, tongued and groved of commercial hard wood and including cost of iron hinges, screws, chocks/cleats, stops, nails etc. complete fixed in position (excludingh the cost of any fittings, other than specified above, but including labour for fixing the same in position) b 35 mm thick

Pressed steel sheet frame (chowkhat) consisting of 2mm thick steel sheet of the specified section, including iron lugs ( hold fasts) iron hinges, conforming to P.W.D specifications, including bolts for fixing stops, locknotch, provision for receiving tower bolts, and finished with one coat of ready mixed paint red lead non-setting primer, of approved quality, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame, and cement concrete 1:3:6 for lugs complete (HSR 18.34) (c) size 127mm x 50mm with 40mm wide double rebate

Earth work excavation in ordinary soil exclusive of compensation of earth duly dressed with all lead and lift with minimum lead of 495 mtr.including breaking of clods. HSR No. 6.2(b),+6.2©=(586.6+6x15+32x13.25+26x12+45.9)+425%=7657.12

Providing & fixing PVC Rain Water Pipe 6 kg. pressure of ISI mark in cement mortar during masonry work. (a) 100mm dia PVC Pipe 6 kg. pressure HSR no. 13.89 (a)

7.5 HP AC Submersible type with 6750 watt solar array (NS)

Rehandling of Earth Work on execavated soil ordinary soil etc HSR 6.2 (b)

The Swami Ji Co-Op L and C Society Ltd., Jind

The Baba Ram Nath Coop LC Society Ltd.

THE KHERI GULAM ALI CO-OP SOCIETY

The Narar Cooperative Labour and Construction Society Limited Narar