Repair of Pump House DD-2 at K.m. 14.700 of Dewana Disty.

Amount

Civil Work

Surface dressing of the ground i/c removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead upto 50m and lift upto 1.5m (HSR item No. 6.25(a)

Earthwork in excavation in foundations, in all kinds of soils, not exceeding 2 meters depth including trenches etc 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)

Earthwork for digging well in dry excavation from ground level upto the level where well kerb is placed including depositing spoil within 60 metres radius, and filling space outside the well after completion (from NSL to 1.5 m)(HSR item No. 22.1 (a))

Earthwork for digging well in dry excavation from ground level upto the level where well kerb is placed including depositing spoil within 60 metres radius, and filling space outside the well after completion (from 1.5 m to 4.5 m) (HSR item No. 22.1(b))

Earthwork for digging well in dry excavation from ground level upto the level where well kerb is placed including depositing spoil within 60 metres radius, and filling space outside the well after completion (from 4.5 m to 7.5 m) (HSR item No. 22.1(c))

Centering & Shuttering for faces of concrete foundation and foundation beams (Vertical of battering) complete in all respect as per design, PWD specification and direction of engineer in charge (HSR item No. 9.13)

Cement Concrete 1:3:6 with Stone aggregate 20mm nominal size in foundation & plinth complete in all respect as per approved design, PWD specification & direction of engineer in charge (HSR item No. 10.40)

Cement Concrete 1:2:4 plain Stone blast aggregate with 20mm nominal size in foundation & plinth complete in all respect as per approved design, PWD specification & direction of engineer in charge (HSR item No. 10.41)

Precast cement concrete 1:1.5:3 with stone aggregate 20mm nominal size in tiles & channels and the like items, finished smooth with 6mm thick cement plaster 1:3 on exposed surface i/c form work, placing and fixing in position, complete at the ground level or in first storey complete in all respect (HSR item No. 10.78)

Cement concrete 1:2:4 with Stone aggregate 20mm nominal size for reinforced concrete work in shelves excluding steel reinforcement but i/c centering & shuttering laid in position complete in all respect as per PWD specification and direction of Engineer in charge (HSR item No. 10.81)

Cement concrete 1:1.5:3 with stone aggregate 20mm nominal size(HSR item No. 10.93(a) + 10.95(a))

Cement concrete 1:1.5:3 with stone aggregate 20mm nominal size in first storey upto 4 mtr above plinth level complete in all respect (10.60)

1st class brick work laid in cement sand mortar 1:3 foundation & plinth complete in all respect as per approved design, PWD specification & direction of engineer in charge (HSR item No. 11.5)

1st class brick work laid in cement sand mortar 1:3 in First storey upto 4.0mtr above plinth level complete in all respect as per approved design, PWD specification & direction of engineer in charge (HSR item No. 11.10)

First class 11.43cm thick honey-comb brick work laid in cement sand mortar 1:4 complete in all respect (HSR item No. 11.91)

Tile tracing consisting of tiles laid over 25mm mud plaster complete in all respect as per approved design, PWD specification and directed by Engineer in charge (HSR item No. 13.13)

Providing top Khurra 0.6 x 0.6 cm for rain water pipe as per PWD specification and directed by Engineer in charge (HSR item No. 13.50)

Providing bottom Khurra on ground 1.2 x 0.6mtr brick on edge 1:3 over 1:8:16 i/c 12mm thick C.P. 1:3 complete in all respect as per approved design, PWD specification and directed by Engineer in charge (HSR item No. 13.57)

Conglomerate floor 50mm thick cement concrete toping 1:2:4(HSR item No. 14.10)

Supply of PVC rain water pipe 100mm dia with 6 Kg pressure of ISI mark in cement mortar during masonary work as per satisfaction of Engineer in charge (HSR item No. 13.89)(a)

Supply of plastic bend for rain water pipe as per satisfaction of Engineer in charge (HSR item No. 13.90)(a)

Providing & fixing ceramic tiles/anti skid tile of size 400mm x 400mm or above size of approved make in flooring, laid in any pattern as specified over base of 20mm thick cement coarse and mortar 1:3 and jointed with white cement slurry mixed with pigement to match the shade of tiles complete in all respect (HSR item No. 14.91)

Providing and fixing 1st quality ceramic glazed size 300 x 450mm wall tiles confirming to I.S. 15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades except burugundy, bottle green, black of any size as approved engineer in charge(HSR item No. 14.92(b)

10mm thick cement plaster 1:3 complete in all respect as per approved design, PWD specification & direction of engineer in charge (HSR item No. 15.2)

12mm thick cement plaster 1:3 complete in all respect as per approved design & PWD specification (HSR item No. 15.4)

Providing cement sand mortar 12mm thick 1:3 on walls and floating coat 1.50mm thick neat cement laid in one operation to the topping as per PWD specification and directed by Engineer in charge (HSR item No. 15.4 + 14.3)

Painting two coats exceluding priming coat with ready mixed paint for matallec surface inallshadsteel on new slide or iron work complete in all respect as per approved design, PWD specification and directed by Engineer in charge (HSR item No. 16.17)

Painting two coats with ready-mixed paint for metallic surface in all shades on old steel or iron work (HSR item No. 16.18)

White Washing two coats complete in all respect as per approved design, PWD specification & direction of engineer in charge (HSR item No. 16.47)

Finishing wall with exterior cement based paint as snowcem on new work as per PWD specification and directed by Engineer in charge (HSR item No. 16.61)

Finishing wall with exterior decoration cement based paints, such as snowcom, Rabbiacem etc on old work complete in all respect as per PWD specification & direction of engineer in charge (HSR item No. 16.62)

Painting new letters and figure of any shed with synthetic enamel paints English letters as per (HSR item No. 16.66(b)(i)

Brick on edge flooring laid in cement sand mortar 1:4 on 75mm thick cement concrete 1:8:16 and 100mm sand filling and cement pointed 1:2 on top complete in all respect as per approved design, PWD specification and directed by Engineer in charge (HSR item No. 14.23)

Providing & fixing iron grill for window complete in all respect as per approved design, PWD specification and directed by Engineer in charge (HSR item No. 18.12)

Supplying & fixing rolling shutters of approved make with 80mm x 1.25mm M.S Laths, interlocked to gather through their entire length and jointed to gather at the end by end locks mounted as specially designed shaft with bracked and pull operation complete (Payment is to be made for the exact size of opening where rolling shutters is to be fixed) extra for providing mechanical device, chain and crank operation for operating rolling shutters, exceeding 11.20 Sqm in areas of the rolling shutters complete in all respect as per PWD specification and direction of engineer in charge (HSR item No. 18.18)(b) + 18.19)

Providing & fixing iron wire gauge on window complete in all respect as per approved design, PWD specification and directed by Engineer in charge (HSR item No. 18.32)

Supply & fixing glass panes 4mm thick exceeding 40 Sqdm area including special metal sash putty of approved make complete in all respect as per PWD specification & direction of engineer in charge (HSR item No. 18.30)(b)

Fe-500 EQR TMT Steek bars for bras RCC, works, where not including in the complete rate of RCC including bending, binding and placing in position complete in all respect as per approved design, PWD specification & direction of engineer in charge (HSR item No. 18.22)

Providing and fixing in position best Indian make (to the approval of the Engineer-in-Chief) Indian type water closet suite consisting of 630mm thick (HSR item No. 30.1)(i)(ii)(iii)(b)(i)

Providing & fixing in position best Indian make Lavatory suite size 450mm x 300mm white color (HSR item No. 30.41)(i)

Providing and fixing in position 15mm dia i/d C.P. brass bib cock of best quality complete in all respect as per approved design, PWD specification and direction of engineer in charge (HSR item No. 30.75)(a)

Providing and fixing in position 15mm dia i/d C.P. brass bib cock of best quality complete in all respect as per approved design, PWD specification and direction of engineer in charge (HSR item No. 30.75)(c)

Providing & fixing in position CP brass 20mm stop cock male & female confirming I.S.I specification & PWD specification & direction of engineer in charge (HSR item No. 30.76)(b)(i)

Providing & fixing H.D.P.E. water storage tank capacity 500 litre of sintex & Deplast Company complete in all respect confirming I.S.I specification, PWD specification & direction of engineer in charge (HSR item No. 30.119)

Supply and errection of polypropylene random (PP-R) 16mm outer dia hot water pipe line as per IS 15801 complete in all respect (HSR item No. 30.122(a)

Providing light points long with copper conductor as per specification of Engineer in charge (HSR item No. 31.36)(ii)©

Providing 3 pin 5 Amp plug long with copper conductor as per specification of Engineer in charge (HSR item No. 31.36)(vii)(a)

Wiring only in 1,5 Sqmm PVC insulated copper conductor cable in existing conduit pipe and MS boxed covered with 5mm thick bakelite sheet i/c cost of switch, wall socket, ceiling rose etc (HSR item No. 31.38(ii)(a)

Supply and erection of PVC conduit pipe ISI marked (medium) recessed in wall/ceiling etc i/c cost of PVC bends, inspection box and all other material complete in all respect (HSR item No. 31.44(b)

Deodar Wood door and window shutter I/c iron hings screws, showks and stops etc. (HSR Item No. 17.18)

Striping and stacking iron sheet (H.S.R. item no. 8.11)

Corrugated G.I. Sheets roofing 0.80mm thick fixed with galvanized iron “J” or “L” hooks 10mm dia G.I. Limpet & Bitumen washers completed excluding the cost of purlins rafters & trusses complete in all respect as per approved design, PWD specification & direction of engineer in charge (HSR item No. 13.18)

Cement concrete 1:1.5:3 with stone aggrigate with nominal size for R.C.C. work but excluding steel rain for cement , centring and shuttering in foundation and plinth complete in all respect as per PWD specification and direction of incharge H.S.R. item no. 10.79+10.95(a)

Cement concrete 1:1.5:3 with stone agg. 20mm nominal size for R.C.C. work for walls ( 10cm to 20cm thick . ) straight and curved excluding steel rain for cement but including centering and shuttering laid in position in all respect H.S.R. item no. 10.87+10.95(a)

10mm thick cement plaster 1:3 over cotting of 15mm thick laid in 1 operation complete in all respect as per app. Design ,PWD specification and direction of Engineer incharge H.S. R. item no.15.2+14.3

Credit of dismantled old steel door, window frame and rolling shutters etc

Credit of old G.I. sheet

THE BAWANI KHERA INSAN CO-OP. L&C SOCIETY LTD.

THE BHIWAL CO OP L AND C SOCIETY LTD

The Jui Vikas Coop LC Society Ltd.