Special repair of CHC Gurawara in Rewari District.

Amount

Earth work in excavation in foundations, trenches etc. in all kinds of soil, not exceeding 2 meters 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 Mtrs. (HSR 6.6)

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)].

Cement concrete 1:8:16 with stone aggregate 40 mm Nominal sie in foundation and plinth. (HSR 10.28).

Cement Concrete 1:1.5:3 with stone agregate 20 mm nominal size reinforced concrete work for walls exceedings 20 cm thickness (straight and curved) beams, girders, stairs, columns (Sqaure 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 1:1.5:3 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)].

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

Damp proof course 25 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 10.115 - Note)

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

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

15mm Thick Cement Plaster 1:4 on the rough side of single or half brick wall. (HSR 15.10).

Cement pointing 1:2 deep variety on brick & tile work [HSR 15.60]

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. [HSR 16.25]

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)

Steel reinforcement TMT bars FE-550 EQR/ FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straigtening, bending, binding , wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc, and placing in position completed in all respect 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).

Cost of roller / bearing type wheels for main gate (M.R)

Dismatnling Roofing first class mud roofing [HSR 8.8]

Dismatnling Roofing demolishing mud phaska in tile terracing [HSR 8.8 (g)]

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

Removing door and windows (wood and steel) with chowkats by making recesses in walls when the walls is not to be dismantlled [HSR 8.18] (a) doors

(b) windows

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

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. [HSR 13.13]

Providing and fixing ceramic-tiles / anti-skid tiles of size 400x400mm or above size of approved make in floors laid in any pattern over base of 20 mm thick Cement Sand Mortar 1:3 and jointed with white cement slury mixed with pigment to match the shade of tiles. [HSR 14.91] Note:-Tile shall be of premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA, RAK, SIMPOLO, ORIENTBELL.

Providing and fixing 1st quality ceramic-glazed wall tiles confirming to I.S. 15622 (thickness to be specified by the manufacturer) of approved make in all colors, shades except burgundy, bottle green, black of any size as approved by Engineer -In-Charge in skirting, risers of steps and dados over 12mm thick bed of cement mortar 1:3 coarse and jointed with grey cement slurry, including pointing in white cement mixed with pigment of matching shades complete. [HSR 14.92 (b)]

Providing & fixing vitrified tiles of size 600 x 600mm of approved made in flooring laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles. Note:- Tiles shall be of premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA, SIMPOLO, ORIENTBELL. & RAK. (NS) (Note: double charged tiles shall be used)

Providing and fixing vitrified tiles of size 600x600mm of approved make in skirting / dado laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles. Note:-Tile shall be of premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA,RAK, SIMPOLO, ORIENTBELL.(Note: double charged tiles shall be used) NS)

Factory manufactured Solid Flush Door Shutter, with block board core as per I.S. No. 1659-1969 bonded with water proof type phenol formaldehyde synthetic resin, hotpressed, 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. (Make: Duro, Green, Kitply). HSR 17.93 (a) - Note 1 under 17.18] (i) 25 mm thick

Supplying and fixing Glass panes including special metal sash putty of approved make. (b) glass panes 4 mm thick, exceeding 40 sq. dm areas. [HSR 18.30 (b)].

Constructing brick masonry inspection chamber sizes as given below upto 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 percent limer mortar 2:3 in foundation cement concrete 1:2:4 benching 12 mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2;4 slab 100 mm thick./C.C. topping 50 mm thick with 455 mm x 455 mm 610 mm 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 coplete as per standard design. (c) Size 600 mm x 900 mm inside (with 455 mm x 455 mm cover and frame light duty singel weighing 20 Kg with R.C.C. slab). [HSR 29.84]. (C) Size 600 mm X900 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with R.C.C. slab)

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. internaul work-Exposed on wall [DSR 18.10] 15mm

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 over flow & scour provisions with suitable plug on scour pipe including cost of nipples, washers, flanges for connections in tanks completein all respects to the satisfaction of Engineer-In-Charge. (Except civil work).(HSR 30.119) 500 Ltr.

LOWERING SALT GLAZED STONEWARE PIPES AND SPECIALS INTO TRENCHES for all depths AND LAYING OUT THE SAME to correct alignment gradient, level etc IN TRENCHES including all dressing and trimming of bed and sides of trenches, if required, trimming and cutting of concrete beds and joint holes, supporting the pipes and specials, in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching hunching and envelopes are completed. The sewer shall rest on the bed at every point throughout its length and to ensure this, it shall be grouted in without extra charge by the contractor with lime surkhi mortar, in the case of lime concrete beds and 1:3 cement sand mortar in the case of cement concrete beds INCLUDING CARTAGE FROM Divisional Store or nearest Railway Station TO SITE OF WORK. [HSR 29.38] (d) 200mm dia

(g) 300mm dia

Providing and Fixing PVC Rainwater Pipe 6 kg. pressure of ISI mark in cement mortar during masonry work. Make:- Supreme, Finolex or Prince. [HSR 13.89]. (a) 100 mm dia PVC pipe 6 kg. pressure.

150mm dia

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)

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

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. (HSR 16.3)

Providing and Fixing in position best Indian make (to the approval of the Engineer-in-charge). Indian orissa or orya water water closet suite for sinking into floor, with raised foot treats complete with 100 mm H.C.I.'P' trap with or without vent as required and all other necessary fitting as fully described. (a) Size 580 mm (i) white. (Make Hindware) [HSR 30.2 (a) (i)].

Providing and fixing in position 15mm i/d C.P. brass bib cocks of best quality (as required by the Engineer-in-charge). [HSR 30.75]. (a) Bib cock long body.

Providing and fixing in position best Indian make bevelled edge 5.5 mm thick mirror mounted on absetos sheet ground fixed in postion by means of 4 Nos. chromium plated brass screws and washers over rubbers washers and rawl plug embeded in the wall or chromium plated brass clamps with C.P. brass screws (as required by the engineer-in-charge) complete including cutting and making good the walls etc. (a) Indian Make (i) 600 mm x 450 mm. [HSR 30.71 (a) (i)].

Providing and fixing in position best Indian make Soap dish fixed into wall with C.P. brass screws and complete in all respects including cutting and making goods the walls etc. (a) C.P. Brass (i) Soap dish Large. [HSR 30.70 (a) (i)].

Providing and Fixing in position best indian make (ordinary) lavatory suites consisting of:- (v) Size 560 mm x 450 mm with one no. tap. [HSR 30.41(v)].

Preparation of plastered surface for distempering including sand papering the surface, applying filling with approved quality filler, consisting of plaster of paris and chalk mitti including finishing the surface to the required finish complete.. [HSR 16.51]

12 mm thick cement plaster 1:4 [HSR 15.5]

Distempering with washable oil bound distemper (of approved manufacture) two coats excluding priming coat on new work. [HSR 16.57]

Providing and 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 of 30mm thick fine sand complete in all respects. [HSR 10.159]

Cement Concrete 1:8:16 with stone aggregate 20mm nominal size in foundation and plinth. [HSR 10.29]

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] (b) door and window frame of size 76 mm X 38 mm with 35 mm wide single rebate

(c) door and window frame size 127 mm X 50 mm with 40 mm wide double rebate

Cement pointing flush 1:2 on stone walls [HSR 15.65]

Applying priming coat with metal primer on new steel or iron work including preparation of surface. [HSR 16.9]

Applying exterior acrylic emulsion two coats on walls with Ist quality emulsion. (HSR 16.79 b)

Providing & fixing steel structure for providing shed with 40mm x 40mm or above hellow square or rectngular M.S. pipe, including cutting, wastes etc., primer, paint complete. (NS)

Providing & fixing polycarobonate sheet of first quality excluding steel structure to be fixed in 1.5" lay SDS screw complete (NS)

Recovery items: The rates quoted against recovery items will not be included in the total amount rather is will be deducted while calculating financial statement of the agency. Material obtained from dismantling of existing brick work, bituminous layer and granular layer 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 specification) 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:- (a) Brick bats @ 400 P.Cum

(b) Doors and windows @ 100 Each Note: - All quantities of the above materials have been worked out on the basis of theoretical quantities laid on this road. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be no measurement after actual dismantling and if material after dismantling is found on lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The reserve rates are minimum rates to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser than reserve price.

VIRENDER SINGH SEHRAWAT