Construction of Parking and Security boundary wall with Check post in the campus of Judicial Complex at Naraingarh in Ambala Dist.

Amount

Earth work non plastic or Tibba Sand Road & Parking taken from outside of campus area with all lead and lift including loading, unloading, laid in 15 cm layer including ramming, watering, consolidating, compaction, and compensation of earth etc., complete in all respect as per the direction of engineer in charge. (NS).

Providing & laying 150 mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to water bound macadam in layer of 75mm each using screening type ‘B’ compacting with 3 wheeled steel roller/vibratory roller to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects.(N.S.) Note: - 1.Only crushed stone metal material should be used. No local earth/ natural occurring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by engineer.

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 30 mm thick fine sand complete in all respects. (HSR 10.159) (Note: Reputed make Paver Block only ISI marked will be used as approved by Engineer-in-charge)

Precast cement concrete 1:1½:3 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including from work, placing and fixing in position, complete at the ground level or in first storey (HSR.10.77 + 10.95 a)

Precast chequered tiles of 20 mm thickness In ordinary grey cement without chips laid on 20 mm thick bed of cement coarse sand mortar 1:3 with neat cement slurry between joints and over the base in floors, treads of steps and landings. (Note:- Reputed make Tile Only ISI marked will be used as approved by Engineer-in-charge). [HSR 14.45+Note]. Note:- The agency to whom the work is allotted will have to produce original bill/ voucher for all quantity in token of proof of purchase of material. First storey.

Dholpur stone tiles 25 mm thick in wall facing (lining) laid in any pattern as specified on 12 mm thick cement coarse sand mortar 1:3 and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and labour for fixing cramps, pins and dowles etc (HSR.14.60)

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and side of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15cm layers with compaction 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 20mm nominal size in foundation and plinth. (HSR 10.38)

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

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in Foundation & plinth ( HSR.10.41)

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

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

20 mm thick cement plaster damp proof course 1:3 with 2 coats of bitumen at 1.65 kg per sqm laid hot and sanded. (HSR.15.77 a) vertical

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

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

15mm Thick Cement Plaster 1:6 on the rough side of single or half brick wall. (HSR 15.12).

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

Cement Concrete 1:1½:3 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 1:2:4 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 centring and shuttering, laid in position complete in all respects. (HSR.10.86)

Cement concrete 1:1½:3 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 centering and shuttering, laid in position complete in all respect extra over Item Nos. 10.79 to 10.94, if 1:1 ½:3 mix is used, instead of 1:2:4. {HSR 10.82 + 10.95 (a)}

Fine dressed red sand stone (from Agra ) 40 mm thick set in 12 mm thick cement coarse sand mortar in cement coarse sand mortar 1:5 including pointing with cement mortar 1:2 with an admixture of pigment to match the shade of stone (HSR. 14.55 c)

Providing & Fixing pressed clay tile (Manglore tiles) of size 200 mm x 125 mm x 10 mm on stopping roof top/ window projection with 12 mm thick cement,coarse sand mortar 1:3 including cost of rudge wherever required as per approved design complete in all respect upto 4 storey or 15 more height. (HSR.13.95)

Wrought iron and mild steel (using angles, flats square bars, tees 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 rods or bolts and nuts complete fixed in position. (HSR 18.12).

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

Conglomerate floor 25 mm thick cement concrete 1:2:4 on 100 mm cement concrete 1:8:16 and 100 mm sand or stone filling (HSR.14.11)

NS Item - 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 4 mm wide instead of zero joint by using spacers to ensure uniformity of joint duly filled with epoxy grout minimum depth upto the thickness of tile of reputed make such as Pidilite(T-13 Roff), Mapaie, Laticrete, Ardex Endura as approved by Engineer-in-Charge. Note:- Tile shall be 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). The Agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. First storey.

Providing & fixing vitrified tiles of size 600 x 600mm of approved make in Skirting/dados. Pillars wall facing laid in any pattern as specified over base of 20 mm thick cement coarse sand mortar 1:3 and joint will be 4 mm wide instead of zero joint by using spacer to ensure uniformity of joint duly filled with epoxy grout minimum depth upto the thickness of tile of reputed make such as Pidilite(T-13 Roff), Mapaie, Laticrete, Ardex Endura as approved by Engineer-in-Charge. Note:- Tile shall be 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). The Agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

Kotah stone flooring minimum 25mm thick pattern as specified over 12 mm thick base of cement coarse sand mortar 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing (HSR.14.62) Note- The Agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

Kotah stone 20 mm thick in skirting risers of steps, dados and wall facing (lining) and pillars laid on 12 mm thick cement coarse sand plaster 1:3 laid and jointed with neat cement slurry, mixed with pigment to match the shade of stone including rubbing and polishing including labour for fixing cramps, dowels and pins etc. (HSR.14.66). Note- The Agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. First storey.

Pressed steel sheet frames (chowkhats) 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]. (d) door and window frame size 114 mm X 50 mm with 35 mm wide double rebate.

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. (Note:- reputed make such as Duro, Green, Kitply will be used as approved by Engineer-in-charge). HSR 17.93 (a) - Note 1 under 17.18] 35 mm thick.

Factory manufactured wire gauze door and window shutters of commercial hard wood such as Hollock, Champ, Chikrassy & Chaplash only. (non-coniferous timber other teak conforming to I.S. specification No. 1003, kiln seasoned) with 100 mm wide vertical styles, 150 mm wide lock rail 200 mm wide bottom rail, and wire gauze of 140 G or 120 G designation including cost of iron hinges, screws, chock/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. (Styles and rails of windows shutter shall be 75 mm wide. (i) 30 mm thick. [HSR 17.92 (i) - Note 1 under 17.18]

Factory manufactured panelled door or glazed windows shutters of commercial hard wood such as Hollock, Champ, Chikrassy & Chaplash only. (non coniferous timber other teak, confirming to I.S. pecificationNo. 1003, Kiln seasoned) with 100mm wide vertical styles, 150mm wide lock rail 200 mm wide bottom rail, and 100mm wide other rails, with panels of 15mm thick, tongued and grooved of commercial hard wood and including cost of iron hinges, screw, chock/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). (a) 30 mm thick. [HSR 17.90 (a) - Note 1 under 17.18].

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 strengthening, bending, binding, wasted, overlaps, welded joints, spacebars, chairs, stays, hangers and annealed steel wire etc and placing in position complete in al respects for all heights / depths / storeys / basements etc. (Note - Reinforcement shall be measured in length including hooks, 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). (HSR 18.22)

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.

Pdg & 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.

Pdg. & 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.

Pdg. & 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 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.

Providing & applying 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 & applying two coats of excluding priming coat with ready mixed paint for matelic surface in all shades on new steel or iron work. (Not-First Quality paint of reputed make firm such as Goodlass- Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Sahlimar shall be used as approved by Engineer-in-Charge in writing, Drum of paint shall be opened in presence of Engineer-in-Charge (HSR 16.17). Through Rate.

Sh.Surjeet Singh Contractor