PWD/BWN/Rs.33.84 lacs/Special repair of Community Health Centre at Village Dhanana in Bhiwani Distt.

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)

ECAVATION FOR PIPELINES RUNNING UNDER RESSURE IN TRENCHES AND PITS, IN 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 entering 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 (6.8(a)

earth filling under floors with surplus soul, excavated from foundation and taken only from outside the building plinth, in 15 cm layers including ramming watering and consolidating lead upto 30 metres HSR(6.13(a)

Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing in cement (8.5(b)

Removing doors and windows (wooden and steel) together with the dismantling of walls (HSR 8.17) Door

Window

Ventilator

Dismantling cement conglemerate / terrazzo floors 25 mm to 50 mm thick including concrete base (8.25)

Scraping of White wash and colour wash (8.32(a)

Scraping of cement Plaster (8.32) ©

Cement Concrete 1:8:16 with Brick blast 40mm nominal size in foundation and plinth(HSR 10.26)

Cement Concrete 1:8:16 with stone aggregate 40mm nominal size in foundation and plinth(HSR 10.28)

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 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)

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

Cement Concrete 1:2:4 with stone aggregate 20mm nominal size in first storey upto 4 meters above plinth level. HSR(10.59).

Cement concrete 1:1-1/2:3 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 10.82+10.95(a) Note:- Side drain 40% covered (Slab).

Cement concrete 1:11/2:3 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 centering and shuttering, laid in position complete in all respects. (HSR 10.86 + 10.95 (a))

Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc. excluding steel reinforcement and including centering and shuttering, laid in position, complete in all respects. (For works upto 1.5 meters below ground level (HSR 10.90 + 10.95 a)

Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate 20mm nominal size with 2 coats of bitumen 20/30 penetration, at 1.65 Kg per sqm laid hot and sanded. (HSR 10.114)

Providing & laying 80mm thick ISI marked interlocking paver blocks (conforming to IS 15658 2006)/ IRC:SP:63-2004 of all shapes and colours in design mix cement M-40 over a bed on 30mm thick fine sand complete in all respect. (HSR 10.159) (Note:- Reputed make Paver Block Only ISI marked will be used as approved by Engineer-in-charge).

First class brickwork laid in cement sand mortar 1:6 in foundation and plinth (HSR 11.2)

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

First class brickwork laid in cement sand mortar 1:6 in first storey upto 4 meters above plinth level.(HSR 11.7)

First class brickwork laid in cement sand mortar 1:4 in first storey upto 4 meters above plinth level. (HSR 11.9)

Terracing consisting of tiles 22.86 cm X 11.43 cm 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 at 1.65 Kg per sqm on top of R.C.C. slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc(13.13)

Tile terracing with one layer of tiles, 22.86 cm X 11.43 cm X 3.81 cm laid dry over a layer of mud mortar including grouting with cementsand mortar 1: 3 and top surface to be left clean.(HSR 13.14)

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

Base course of floors consisting of 100 mm thick cement 1:8:16 and 100 mm sand or stone filling (HSR 14.1)

Floating coat of 1.50 mm thick neat cement laid in one operation to the topping HSR(14.3)

Conglomerate floor 50 mm thick cement concrete topping 1:2:4 (HSR 14.10)

Providing & fixing ceramic tiles/anti skid tiles of size 400mm x 400mm or above size of approved make in flooring, laid in any pattern as specified over base of 20 mm thickcement coarse sandmortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles. Not : Tile shall be of premium quality (first quality) of reputed manufacturer like:- RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO shall be used as approved by Engineer-in-charge. (HSR 14.91).

ProvIding and fixing Ist quality ceramic glazed wall tiles confirming to I.S. 15622(thickness to be specified by the manufcturer) of approved make in all colours shades except burgundy,bottle green,black of any size as approved by Engineer-in-Charge in skirting risers of steps and dados over 23mm thick bed of cement mortar 1:3 coarse and jointed with grey cement slurry,including pointing in white cement mxied with pigment to matching shades complete-300x450mm (14.92) (b)

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

12 mm thick cement plaster 1:5 (HSR 15.6)

Plastering on wall 12 mm thick cement plaster 1:6 (HSR 15.7)

15 mm thick cement plaster 1:6 on the rough side of single or half brick wall (15.12)

Preparation of ply wood surface for painting inlcuding sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete. Painting on wooden surfaces etc. (HSR 16.1) Through Rate

Providing and Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping etc. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.2). Through Rate

Providing and Applying Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.3). Through Rate

Providing and Applying Painting two coats with synthetic enamel paint in all shades on old wood-work or metallic or plastered or concrete surfaces to give an even shade including rubbing down old paint. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.5). Through Rate.

Providing and Applying priming coat with metal primer on new steel or iron work including preparation of surface. Painting on mettalic Surfaces etc. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.9). Through Rate

Providing and Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.25). Through Rate.

Providing and applying White Washing. (Three Coats). (HSR 16.48). Through Rate

Distempering with washable oil bound distemper (of approved manufacture) two coats excluding priming coat on new work.(Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.57) Through rate.

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

Providing and Applying Providing two coats of exterior acrylic emulsion paint. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). [HSR 16.79 (b)]. Through Rate

Providing and applying two coats white cement based putty over plastered surface and grindling the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scaffolding, sundries etc. complete. (Note:- reputed make Putty such as J.K./ Birla shall be used as approved by Engineer-in-charge). (HSR 16.81). Through Rate

Factory manufactured panelled door or glazed window, shutters of commercial hard wood, such as hollock, champ,chikrassy and chaplash,etc.,(non-coniferous timber other than teak,conforming to I.S.specification No.1003,kiln-seasoned),with 100 mm wide verticle styles, 150 mm wide lock rail, 200 mm wide bottom rail and 100 mm wide other rails, with panels of 15 mm thick, tongued and grooved of commercial hard wood and including cost of iron hinges,screws,chocks/cleats,stops,nails etc., complete,fixed in position (excluding the cost of any fittings,other than specified above,but including labour for fixing the same in position). 30mm thic (17.90(b)

Factory manufactured solid flush door shutters, with block board core as per I.S.No.1659- 1969 bonded with water proof type phenol formaldehyde synthetic resin,hotpressesd,conforming to I.S.2202 part I and II, fixed in position,including iron hinges,screws,chocks/cleats and stops etc.(excluding the cost of any fittings other than specified above,but including labour for fixing the same in position)-35mm thick (17.93(iii)

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 18.22) Note:- Reinforcement shall be measured in length including hocks, if any, separately for different diameters as actually used in work, excluding overlaps, 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.

Supplying and fixing glass panes including special metal sash putty of approved make glass panes 3 mm thick upto 40 sqdm areas (HSR 18.30(a)

Pressed steel sheet frames (chowkats), consisting of 2 mm 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, lock notch, 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)(a) door and window frame of size 89 mm X 50 mm with 40 mm wide single rebate

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. HSR(22.1) Well for disposal spetic tank 5-1/2 dia

Exceeding 1.5 M to 4.5 M

CONSTRUCTION BRICK MASONRY INSPECTION CHAMBER SIZES AS GIVEN BELOW UPTO 0.60 METRE AVERAGE DEPTH in cement mortar 1:5 LIME CONCRETE with 40 percent lime mortar 2:3 in foundation cement concrete 1:2:4 BENCHING 12mm THICK CEMENT PLASTER 1:2 with a floating coat of 1mm thick of neat cement R.C.C.1:2:4 SLAB 100mm THICK /C.C.TOPPING 50 mm THICK WITH 455 MMx455MM/455MMx610MM INSIDE LIGHT DUTY C.I.INSPECTION CHAMBER COVER AND FRAME weight as per I.S.I. specification painted WITH 3 COATS OF black bitumastic superior paint complete as per standard design Size 450 mm X450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with C.C. topping(HSR29.84(a)

Providing SALT GLAZED STONE WARE PIPES GRADE 'A' STANDARD LENGTH OF 600MM EACH PIPE MARKED WITH IS: 651 AND THEIR LOWERING, CUTTING, JOINTING AND TESTING AS DESCRIBED IN hsr ITEM No. 29.38, 29.39, 29.40 includinga the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handlig etc. complete in all respects to teh satisfaction to the Engineer-in-Charge. (HSR 29.95)-150mm dia

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE (to the approval of the Engineer-in-charge). INDIAN TYPE ORISSA OR ORYA WATER CLOSET SUITE for sinking into floor, with raised foot treads COMPLETE WITH 100 MM G.C.I.’P’ TRAP with or without vent as required and all OTHER NECESSARY FITTINGS as fully described in item no.30.1 above(HSR 30.2 )

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE EUROPEAN TYPE WATER CLOSET SUITE WITH CONCEALED ‘P’ or ’S’ TRAP with or without vent (as approved by the Engineer-in-Charge) and all other necessary fittings as fully described in item no.30.3 above.(30.6)

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE (ORDINARY) LAVATORY SUITES consisting of Lavatory in VITREOUS CHINAWARE size as give below ( to the approval of the Engineerin- charge) including china plug for tap hole where necessary ; R.S. or C.I.BRACKETS for building into wall including painting; 32mm C.P.BRASS WASTE WITH C.P. brass chain and rubber plug; 15mm C.P.BRASS SCREW DOWN PILLAR TAP WITH jam nuts or couplings best design (as approved by the Engineer-in-charge) ALL FITTINGS BEST INDIAN MAKE and; to the approval of the Engineer-in-charge. ALL brass work chromium plated and COMPLETE in all respects INCLUDING cutting and MAKING GOOD THE WALLS, FLOORS AND PAINTING OF FITTINGS ETC.(30.41)

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE PAPER HOLDERS FIXED INTO wall with C.P. brass screws complete in all respects INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC.(30.67(a)

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE TOWEL RAILS FIXED in with raw slugs embedded in walls with C.P. brass screws. Complete in all respect INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC.CP Brass Towle ring (30.68€

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE BEVELLED EDGE 5.5 MM THICK MIRROR mounted on ASBESTOS sheet GROUND FIXED IN POSITION BY MEANS OF 4 NOS. CHORMIUM PLATED BRASS SCREWS AND WASHERS over rubber washers and rawl plug embedded in the wall of chromium plated brass clamps with C.P. brass screws (as required by the Engineer-in-charge) COMPLETE INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC600mm X 450mm (30.71(a)

Providing and fixing in position 15mm i/d C.P. brass bib cocks of best quality (asrequired by the engineer-in-charge).(a) Bib cock long body (30.75(a)

Providing and fixing in position C.P. brass stop cocks (as approved by the Engineerin- charge)Concealed stop cock with flange (30.76(a)(ii)

PROVIDING AND FIXINGIN POSITION H.C.I. FLOOR TRAPS I.S.I.MARKED OF THE SELF CLEANING DESIGN WITH C.P. BRASS HIGED GRATING WITH FRAME WITH OR WITHOUT VENT ARM AND INCLUDING CEMENT CONCRETE 1:2:4 under and around the floor trap where required upto floor level COMPLETE IN ALL RESPECTS INCLUDING CUTTING AND MAKING GOOD THE WALLS AND FLOORS, ETC.,minimum depth of water should be 150 mm with a minimum seal of 50 mm with 75 mm i/d outlet(HSR 30.89(b)

PROVIDING AND FIXINGIN POSITION GULLY TRAPS FIXED IN CEMENT CONCRETE 1:4:8 complete WITH H.C.I.GRATING 150 MM X 150 MM CAST IRON COVER WEIGHING APPROXIMATELY 7.26 K.G. AND FRAME CLEAR OPENING 300 MM x 300 MM and outside size 330 MM x 330 MM AND CHAMEBR INCLUDING cost of all brick work in CEMENT MORTAR 1:5 CEMENT CONCRETE 1:8:16 IN FOUNDATIONS, AND CEMENT CONCRETE 1:2:4 IN COPING around C.I. cover and frame etc. WITH THREE COATS of black bitumastic superior PAINT of approved manufacture on all C.I. work AS PER STANDARD DESIGN, minimum depth of water should be 150mm with a minimum seal 50mm.(HSR 30.114)(a)

Providing and fixing HDPE WATER STORAGE TANKS of Sintex, Diplast, O.K. Supreme make with covers/lids marked with IS:12701 on roof top of buildings including cost of hoisting and placing in position, making connections with inlet and outlet pipes, providing overflow and scour provisions with suitable plug on scour pipe including cost of nipples, washer, flanges for connections in tanks complete in all respects to the satisfaction to the Engineer-in-charge (Except Civil work).(30.119) 1000 Ltrs.

Providing & Fixing Vitrified Tiles 600 x 600 mm of approved make in flooring laid in any pattern as specified over base of 20 mm thick cement coarse sand morter 1:3 and joint will be 3 mm wide instead of zero joint by using spacers to ensure uniformity of joint duly filled with epoxy grout minimum depth of 3 mm of reputed make such as pidilite (T-13 Roff), Ferrous crete or equivalent as approved by Engineer-in-charge. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like: RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO. (Double charged tiles shall be used as approved by Engineer in charge. (NS).Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.(NS).

E/Work on berms including excavation of earth with an av. lead of 5.00 KM in all kind of soils including dressing the bank, side slope to given levels and templates after breaking of clouds, including the cost of rolling and watering all allowances for labour hardness wetness irrespective of all lead and lift, but including Compensation for earth taken from private land, fields etc. and to the entire satisfaction of the Engineer of the work conforming to PWD specification No. 6.2 and 6.3 and 3.2 and the other specification 1990 Ist edition (N.S.)

DSR items Providing and fixing G.I. pipes complete with G.I. fittign and clamps i/c cutting and making good the walls etc. internal work exposed on wall (DSR 18.10) (i) 15 mm internal diameter of pipeline

20mm dia pipe GI

Providing and fixing G.I. Union in G.I. pipes including cutting and threading the pipes and making long screws etc complete (New Work) (DSR 18.46) (i) 15 mm mm nominal size

Union 20mm dia

Recovery items: The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material obtained from dismantling of existing brick work, bituminous layer and granular layers have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled material can used in any of the item for the work after modification (bringing it to required specifications) after approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. This material can be taken away by the agency at the price quoted by the agency but minimum price to be quoted is limited to reserve price as fixed and mentioned as under :- Bricks 40013 Nos @ 4.00/- Each

Brick bats 125.04 Cum @ Rs.500/- P.Cum

Door 12 Nos. @ Rs. 550/- Each

Window 8 nos. @ Rs.500/- Each

Ventilator 8 nos. @ Rs.200/- Each

VINOD KUMAR

PAWAN KUMAR CONTRACTOR

Baldev Kumar, Contractor