Construction of Tourism Adi Badri and Lohgarh Bhagwanpur Hub in Yamuna Nagar Distt CM Announcement code 11125

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 1:5:10 with brick ballast 40 mm nominal size in foundation and plinth. (HSR 10.34).

Cement concrete 1:4:8 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.38)

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

Making holes by cutting cores of appropriate dia in RCC floors and roofs of thickness upto 6" (Six inches) for passing drain pipe 6" (six inches) internal diameter and repairing the hole after insertion of drain pipe etc. including finishing complete so as to make it lead proof. [HSR 8.39 (a)].

Making holes by cutting cores of appropriate dia in RCC floors and roofs of thickness upto 4" (four inches) for passing drain pipe 4" (four inches) internal diameter and repairing the hole after insertion of drain pipe etc. including finishing complete so as to make it lead proof. [HSR 8.39 (b)].

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

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

Precast Factory Manufactured cement concrete 1:1½:3 with stone aggregate 20 mm nominal size in Tiles and Chanels the like itmes, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete at the ground level or in first storey. [HSR. 10.78 + 10.95 (a)].

Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work in Shelves excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect. [HSR. 10.81 + 10.95 (a)]. Basement-2

Basement-1

First Storey

Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect. [HSR. 10.82 + 10.95 (a)]. Basement-2

Basement-1

First Storey

Cement concrete 1:1½:3 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 centring and shuttering, laid in position complete in all respects. [HSR. 10.86 + 10.95 (a)]. Basement-2

Basement-1

First Storey

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in fasicas, parapets and other thin vertical sections, not covered by item no. 10.82, 10.86 to 10.88 not exceeding 10 cm thickness thickness excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects. [HSR. 10.89 + 10.95 (a)]. Basement-1

First Storey

Second Storey

Cement concrete 1:1½:3 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)].

Laying dry brick ballast (40 mm gauge). (HSR 10.117).

Providing and laying 80 mm thick ISI marked internlocing paver 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 respect. (HSR 10.159). (Note:- Reputed make Paver Block Only ISI marked will be used as approved by Engineer-in-charge).

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

First class brick work laid in cement sand mortar 1:6 in 1st storey upto 4 metre above plinth level. (HSR 11.7). Basement-2

Basement-1

First Storey

Second Storey

11.43 cm thick brick wall laid in cement sand mortar 1:4 in spuer-structure. [HSR 11.48 (a)]. Basement-1

First Storey

Second Storey

Dressed or moulded three brick cornice laid in cement sand mortar 1:4 including 12 mm thick cement plaster 1:4 or pointing, as required. (HSR 11.76).

Providing and fixing factory manufactured jali of reinforced cement concrete consisting of Cement, coarse sand and 10mm and down gauge bajri in the ratio of 1:1:2 with 8 mm dia tor steel. Outer frame of the jali will be 50mm wide and 25mm thick and inner frame of jali will be 25mm wide and 25mm thick with smooth finish as per the design approved by the Engineer-in-Charge including fixing in position up to any height with cement sand mortar 1:4, complete in all respect. (HSR 11.103).

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 coats 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). Basement-2

Second Storey

G.I. Sheet gutters, 0.80 mm thick 45 cm over all semi circular, including fixing with clamps and making connections with rain water pipes. (HSR 13.24).

Top khurra 0.6 m x 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16. (HSR 13.50)

Supplying & fixing in position G.I. pipe class 'B' spouts in chajjas and cantilevers. (e) 50mm i/d G.I. pipe. [HSR 13.55 (e)].

Bottom khurra on ground 1.2 m x 0.6m consisting of brick on edge laid in cment mortar 1:3 over 75mm c:c 1:8:16 including 12mm thick cement plaster 1:3. (HSR 13.57)

Cement Concrete 1:2:4 gola 10cm x 10cm quadrant along junction of roof with parapet wall finished smooth, where specified. (HSR 13.64).

Providing & Fixing PVC Rainwater Pipe 6 kg. pressure of ISI mark in cement mortar during masonry work. (Note:- Reputed make PVC Pipe such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. [HSR 13.89]. 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. (a) 100 mm dia PVC pipe 6 kg. pressure.

(b) 150 mm dia PVC pipe 6 kg. pressure.

Providing and fixing PVC Bend ISI Mark. (Note:- Reputed make PVC Bend such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. [HSR 13.90]. 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. (a) 100 mm dia PVC Bend.

(b) 150 mm dia PVC Bend.

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

Screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping. (HSR 14.4) Basement-1

First Storey

Second Storey

Conglomerate floor 40 mm thick Cement Concrete topping 1:2:4. (HSR 14.9)

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 alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

Fixing of Marble stone flooring 17 mm and above thick slab including matching grains of marble laid in any pattern as specified over base of 12 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing. (Excluding the cost of Marble, Marble will be supplied by the Department). (HSR 14.49).

Fine dressed red sand stone (from Agra) 40 mm thick set in 12 mm thick cement coarse sand mortar. (d) in cement coarse sand mortar 1:3 includeing pointing with cement mortar 1:2 with and admixture of pigment to match the shade of stone. [14.55 (d)].

Extra for nosing in steps and treads of red fine dressed sand stone. (HSR 14.58)

Fine dressed and machine rubbed red sand stone (from Agra) 25 mm to 30 mm thick on wall facing (lining) on wall, pillars, skirting, dado and riser of step laid in any pattern as specified on 12 mm thick cement coarse sand mortar 1:3 with neat cement with and admixture of pigment to match the shade of stone including labour for fixing cramps dowels and pins etc. (HSR 14.59). First STorey

Kotah stone flooring minimum 25 mm thick in any pattern as specified over 20 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 alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. Basement-2

Basement-1

First Storey

Second Storey

Extra for nosing in treads of steps of Kotah stone slab. (HSR 14.65)

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 alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. Basement-2

Basement-1

First Storey

Second Storey

Providing and fixing glass strips 5.5 mm thick 40 wide in floors. (HSR 14.80)

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 thick cement coarse sandmortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like:- NITCO, KAJARIA, RAK shall be used as approved by Engineer-in-charge. (HSR 14.91). 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 Basement-2

Basement-1

First Storey

Providing & Fixing Ist quality Ceramic glazed wall tiles confirming to I.S. 15622 (thickness to be specified by the manu-facturer) 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 12 mm thick bed of cement mortar 1:3 coarse and jointed with grey cement slurry, including ointing in white cement mixed with pigment of matching shades complete. (b) Size of ceramic Glazed tiles 300 x 450 mm of reputed manufacturer like:- RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO shall be used as approved by Engineer-in-charge. [HSR 14.92(b)]. 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. First Storey

Laying and fixing Granite stone in all shade,15mm to 18mm thick in skirting/dados, risers of steps, pillars, wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortor 1:3 and jointed with white cement slurry mixed with pigment yo match the shade of granite including labour for fixing cramps pins and dowels etc. (Excluding the cost of Granite, Granite will be supplied by the Department). (HSR 14.95). Basement-2

Basement-1

First Storey

Laying and fixing Granite stone in all shades 15 mm to 18 mm thick in flooring, laid in any pattern as specified over base of 20 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of granite stone. (Excluding the cost of Granite, Granite will be supplied by the Department). (HSR 14.96). Basement-2

Basement-1

First Storey

Providing edge moulding to 17-20 mm thick Granite stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Double Moulding. [HSR 14.98 (ii)].

12mm thick cement plaster on walls (1:6). (HSR 15.7). Basement-2

Basement-1

First Storey

Second Storey

15mm Thick Cement Plaster 1:6 on the rough side of single or half brick wall. (HSR 15.12).Basement-2

Basement-1

First Storey

Second Storey

10mm thick cement plaster 1:4 under side of ceiling. (HSR 15.52). Basement-2

Basement-1

First Storey

Second Storey

20 mm thick cement plaster vertical damp proof coarse 1:3 with two coats of bitumen at 1.65 Kg. per sqm. Laid hot & sanded. (a) Vertical. [HSR 15.77 (a)].

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 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 Painting two coats excluding priming coat with ready mixed paint for matelic sufraces in all shades on new steel or iron work. (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 16.17). Through Rate

Providing & 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 & applying Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surface of walls. (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 16.26). Through Rate.

Providing and Applying Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work. (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 16.58). Through Rate

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

Providing and fixing wooden handrail of required shape and desing, with necessary, screws, including labour for rounding, vertical and horizontal bends and curves complete fixed in position (b) 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) (HSR 17.69) (b)].

Providing & fixing 150 mm hasps and staples with necessary screws, etc. complete Aluminium. (Powder coated fittings will be supplied by the deptt. Instead of Aluminium fittings.) [HSR 17.78 (b)].

Providing and fixing helical door spring 150 mm (superior quality), including necessary screws, complete- (b) iron. [HSR 17.79 (b)].

Supplying and fixing hydraulic door closer I.S.I mark, with necessary screws etc. complete (b) I.S.I designation no. II (size of door 701 mm to 850 mm) [HSR 17.82(b)].

Providing and fixing 50 mm cup board or ward robe knob- (b) aluminium. [HSR 17.84 (b)].

Providing and fixing 0.50 mm thick aluminium sheet, including cost of necessary screws, etc. complete. (HSR 17.87).

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].

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 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]. 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. (i) 25 mm thick.

(iii) 35 mm thick.

Providing and fixing Aluminum work for doors, windows, ventilators and partitions, Structural Glazing with extruded built up standard tubular sections/appropriate Z. sections and other sections of approved make conforming to IS;733 and IS;1285 fixed with raw plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required neoprene felt etc. aluminum sections shall be smooth, rust free straight mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling C.P brass/stainless steel screws. All complete. Fixed portion (Anodized Aluminum transparent or dyed to required shade according shade according to IS;1868, minimum anodic coating of grade AC 15). [HSR 17.95 + Note (ii)]. Hindalco, Jindal make.

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS 733 and IS 1285 fixed with rawel plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required neoprene felt etc. Aluminium sections shall be smooth, rust free straight mitered and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing/paneling C.P brass/stainless steel screws, etc. complete shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC/neoprene gasket required including aluminium fitting. (HSR 17.96+Note (ii)].

Providing and fixing 12 mm thick preleminated paticle board flat pressed three layer or graded wood particle board conforming to IS;12823 grade I type II in paneling fixed in aluminium doors. Windows shutters and partition frames with c.p brass / stainlees steel screws etc. complete (b) Pre-laminated particle board with decorative lamination on both sides. [HSR 17.97 (b)].

Providing and fixing glazing aluminium door, windows ventilator shutter and partitions etc. with PVC/neoprene gasket etc. complete (cost of aluminium snap beading shall be paid in basis items.) (b) with float glass panes of 5.00 mm thickness. [HSR 17.98 (b)].

Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS 6315 marked for door including cost of cutting floors as required embedding in floors and cover plates with brass pivot and single piece M.S sheet outer box. (a) with stainless steel cover plate. [HSR 17.99 (a)].

Providing aluminium Jali of thickness 7mm thick with openings 75mm x 75mm of including anodizing and fixing frame with cost of screws etc complete (HSR 17.100)

Providing fixing Aluminum round shape handic of cuter dia 100 mm with screws etc. complete. (I) Anodized (AC-15) Aluminum. [HSR 17.102 (i)].

Structural steel work in angles, tees and flats, welded including cutting fixing all gusset plates, bolts, nuts, welding rod, etc., with hoisting and erecting in positon:- for roof trusses, well kerbs, plates and trussed girders, etc., of any span for buildings and bridges. (HSR 18.7)

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).

Supplying, hoisting and placing in position tubular trusses including runners, purlins, consisting of steel tubes conforming to I.S. specifications of tested quality duly welded with fillet welds 6 mm thick through-out including wind bracing. Open end of pipe sealed with 3 mm thick plate including the cost of nuts and bolts where bolts connections are specified at flange joints including one coat of ready mixed red oxide zink cromate primer of approved quality assembling and fixed in position complete in all respect. (HSR 18.14).

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. (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).

S/F Glass panes including special metal sash putty of approved make. (b) glass panes 4 mm thic, exceeding 40 sq. dm areas. [HSR 18.30 (b)].

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]. (a) door and window frame Size of 89 mm x 59 mm with 40 mm wide signel rebate.

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

Preparation of sub grade including trenching rough dressing of soil, final dressing of earth, to given levels and camber, watering, rolling with road roller and compacting the bed (HSR 24.1)

DSR Item - Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (DSR 10.28).

NS - 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 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. First Storey

Providing & Fixing Vitrified Tiles 600 x 600 mm of approved make skirting/dados, pillars, wall facing, 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 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. First Storey

Providing ISI marked aluminium Tower Botls with nuts & screws etc complete. (NS) Size 100 mm x 12 mm

Size 150 mm x 12 mm

Size 200 mm x 12 mm

Providing ISI marked aluminium Sliding Door Botls with nuts & screws etc complete. (NS) Size 250 mm x 16 mm

Size 300 mm x 16 mm

Providing ISI marked aluminium Door Handles with nuts & screws etc complete. (NS) 75 mm x 30 mm x 10 mm.

100 mm x 30 mm x 10 mm.

125 mm x 35 mm x 12 mm.

150 mm x 35 mm x 12 mm.

Providing ISI marked aluminium butt hinges with nuts & screws etc complete. (NS) Size 100 mm x 31.75 mm x 11 mm

Size 125 mm x 31.75 mm x 11 mm

Providing and fixing pre-painted aluminium Zinc Alloy coated steel sheet (Galvalume High Tensile Profile Sheet) having minimum yield strength 0.60 TCT coated with 20 micron of exterior grade/XRW Polyester over 5 micron primer on top side of approved shade and 5 to 10 micron Butural Bacher on under side. The sheet is to be fixed with self drilling screws of good quality on Truss and purlins at the height as mentioned in the architecture drawing. The rate should be inclusive of self drilling screws, Crimp Ridge, Gable flashing, Corner Flashing, M.S. Gutter etc. color & execution to be approved Engineer-in-charge. (Make :- TATA-Durashine)

Providing and fixing structural glazing with 6 mm thick antelio heat resistant glass (toughened reflactive colored glass) (make: MODI, SAINTGLOBAIN, AIS) over frame of aluminium extruded tubular section and joints duly filled with silicon sealer (Exterior and Interior Grade) and gasket complete.The rate to be inclusive of cost of material such as cleats, sleeves, screws, silicon sealant, gasket of superior quality etc. necessary for fabrication of extruded aluminium frame work, in all respects to the entire the satisfaction of the Engineer in Charge. (Make of all the constituents like sealant, gasket etc. shall be got approved from Enginner-in-Charge before application (Excluding cost of Aluminium) (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

Providing and fixing Khapral/Manglore tiles of any size (4"x6") over RCC Slab over 1:3 Cement Sand Mortar 20 mm thick complete in all respect. (NS)

Earth work non plastic or Tibba Sand under floors 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].

Laying & Fixing 18 mm thick Italian Marble stone slab machine cut, mirror polished, Italian Marble stone flooring (Colors Like:- Perlato, Rosso verona, Fire Red or Dark Emperadore etc.) laid in required pattern in linear portion of the building all complete as per architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry admixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. (NS) (L.R) Marble supplied by the deptt)

Laying & fixing 18 mm thick machine cut, mirror polished Italian Marble stone flooring (Colors Like:- Perlato, Rosso verona, Fire Red or Dark Emperadore etc.) in required design (Simple geometrical, abstract etc.) and in patterns in combination with Italian marble stones of different colours, shades and finished surface texture etc., in linear portions of the building, all complete as per the architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4 kg/sqm, including pointing with white cement slurry admixed with pigment to match the marble shade, including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. (NS). (L.R) Marble supplied by the deptt)

Excavation of Circular shafts 2'-6" dia upto a depth of 20'-0", acting as soke pits this shaft shall be excavated upto sand starta. (NS).

Providing and laying 200 mm thick granular sub base consisting of drainage layer confirming to Table 400.1 Grading –VI of MORT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No.401 of MORT&H specifications for road & bridge (5th Revision) of 2013. (NS).

Providing & laying 75mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge waterbound macadam in layer of 75 mm 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. (NS).

Providing and laying 75 mm thick Dry Lean Cement Concrete Sub-Base Construction of dry lean Cement Concrete M-10 sub base over a prepared sub grade with coarse and fine aggregate conforming to IS 383 the size if course aggregate not exceeding 25mm aggregate cement ratio not to be exceed 15:1 aggregate gradation after blending to be as per table 60-1 of MoRT&H specification (5th edition) cement content not to be less than 150 kg/ cum optimum moisture content to be determined during trail length construction, concrete strength not to be less than as 10 MPA at 7 days mixed in the batching plant transported to site laid with a paver compacting with 5-10 tonne vibratory roller, finishing and curing as per clause 601 of MoRT&H specification (5th edition) 2013. Note:- If cement contents are required more than 150 Kg. per cum to achieve strength it will be incidental to work and nothing extra shall be payable on this account.

Bridge Work - Earth work in excavation for Pile caps. Abutment, Piers in all type of soils, weathered rock, existing footings, removal of boulders, concrete, ballast, stone etc including protecting the excavated sides, if required, till concreting, bailing out water to keep the area clean and dry during placement of reinforcement and concrete till the concrete sets finally. The item includes the cost of disposal of all spoils, dismantled materials, surplus earth for all leads and lifts as per clause No. 304 of MoRT&H Specifications 5th revision 2013 and to keep the work area neat and tidy during the work and thereafter. Payment shall be made based on approved plan dimensions for PCC below pile cap. The cost of backfilling around the pile cap and restoration of road, if required shall be included (MORT&H 304).

Providing and laying plain cement concrete M15 (aggregate 20mm nominal size) leveling course below the pile cap, etc. The rate shall include the cost of all labour, material etc complete job including bailing out water to keep the area dry as per instruction of Engineer-in-Charge. Payment shall be made based on approved plan dimensions for PCC as per clause No. 1500 and 1700 of MoRT&H Specifications 5th revision 2013.

Bored cast-in-situ M35 grade RCC piles of 1000 mm diameter in all kinds of soil (including hard & boulders) with Hydraulic Rig excluding cost of steel reinforcement, complete as per drawing and conforming to section 1100 and 1700 of MORTH specifications of latest edition and clause 709 of IRC: 78-2000/latest edition including cost of bentonite slurry, initial vertical and lateral load tests, routine load tests and removal of excavated earth with all lifts and lead upto 1000 Mtr. complete i) 1000 mm dia piles.) (i) 1000 dia piles (A) The scope of work in the above items include: (1) The cost of all initial layout of piles and setting out, initial excavation, if any (2 a) The cost of boring through all types of soils/existing road/ pavement, removal of all obstruction like boulders, old foundation concrete or rock to be paid in relevant item above by chiseling or any other method as approved by the Engineer-in-charge. If a bore is abandoned for any reason no payment shall be made for such incomplete boring and shifting of the equipments (2 b) The cost of filling up of the empty bore, if required (3) The cost of preparation, circulation and handling of bentonite slurry. (4) The cost of disposal of all spoil, bentonite waste to keep the work area neat. (5) The cost of providing temporary liner and its withdrawal, if required below adjoining ground level (irrespective of the R.L of the adjoining ground level) for vertical piles) (6) The cost of providing and mixing all ingredients of cement concrete (except reinforcement steel) including admixtures, with batching plant, transporation, placement of concrete by tremie pipe for the required lengths of pile including providing cover blocks, stiffeners, handling bars etc. for safe handling of reinforcement cage. (7) The cost of breaking of pile head not earlier than 3 days after concreting and to remove spoil concrete to bring the pile head to the socketing level including cleaning and arranging the extended reinforcement bars as per drawings. (8) The cost of working for all leads, lifts, pumping / bailing out of water, labour, material and equipment etc. (9) The cost of mobilizing to site, installation at different locations transferring / dismantling, shifting, reinstalling and removal from site of the piling rigs and / or other equipments and all accessories including working plateforms (10) The cost of identification, protection and maintenance of existing services, if any, which in the opinion of Engineer-in-charge are likely to be affected by piling operation incl. temporary shifting of such services to facilitate piling job shall also have to be done, if so required by the Engineer-in-charge and the cost for the same as assessed by the engineer-in-charge shall be reimbursable. (11) The cost of barricading and all traffic safety requirements as specified in the tender document. (12) The cost of all incidentals, labour, material, equipment and works required to execute the job. The item also includes any other incidental expenditures for completing the job as per the direction of the engineer-in-charge (13) The item includes the cost of testing of all the materials involved in the execution of the item as per QAP. (B) Mode of measurement: (14) Initial vertical load testing, horizontal load testing, routine load tesing required as per IS : 2911 part (iv) and as per MoRT&H specification (1) Length of pile shall be measured from cut off level to the tip of the pile correct to a cm in case where the pile is terminated. (2) Reinforcement steel shall be measured & paid separately.

Providing and laying reinforced cement concrete M-35 for construction of pier pile caps, abutment pile caps, etc. using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, staging, centering scaffolding, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel). As per MORT&H specification for road and bridges works (5th revision) / latest edition as per clause No. 1500, 1700 & 2100 of MoRT&H Specifications - 2013.(A) The scope of work in the items include: (1) The cost of all initial layout and setting out work including identification of existing services, if any. (2) The cost of all pumping/bailing out of water, including its labour, mateiral and equipments. (3) The cost of providing centering and shuttering including its erection, dismantling and removal of formwork including all leads and lifts with all required tools and plants to the required line and level. (4) The cost of providing and mixing all ingredients (except reinforcement steel) including admixtures etc. with batching plant, transportation, placement, finishing and curing of concrete. (5) The cost of maintenance and protection of existing services, if any which in the opinion of Engineer-in-charge are likely to be affected by any related activities including temporary shifting of such services to facilitate construction of pile cap work shall also have to be done, if so required by the Engineer-in-charge, and the cost for the same as assessed by the Engineer-in-charge shall be reimbursable. (6) The cost of installation of any fixture into the pile cap (cost of fixture to be paid separately) (7) The cost of barricading and all safety requirements as specified elsewhere in the tender document. (8) The cost of testing of all the materials, involved in the execution of items as per QAP. (9) The cost of all incidental labour, materials, equipment and works required to execute the job as per directions of engineer-in-charge. (B) Mode of measurement: (1) Measurements shall be made for the finished volume of reinforced cement concrete restricted to volume as per approved drawing (excluding cost of reinforcement steel only). Quantity of concrete of piles, which has gone into the pile caps shall be deducted. Reinforcement shall be measured & paid separately.

Steel Reinforcement: Supply, cutting, bending with all leads, lifts and depths, fixing in position reinforcement of any diameter, TMT Fe-500 as per relevant BIS specification and drawing in RCC works in foundation. The rate shall include cost of all material including galvanizing / epoxy coating tying wire, binding wire, cover block, provision of stools, chairs, spacer bars, overlaps, support bars , labour, transportation, storing and all other incidental charges, tools & plants etc complete. as per clause No. 1600 of MORT&H specification 2013 / Latest edition for road and bridges works.

SUB STRUCTURE - Providing and laying reinforced cement concrete M-35 grade for construction of Abutment, piers, dirt wall, pier caps, return wall and bracket etc. concrete using Ordinary Portland Cement of grade 43 appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, centering, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel, complete as per clause No. 1100,1500,1700 and 2200 of MoRT&H Specifications 5th revision 2013). Height upto 5 met.(A) The scope of work in the item includes(1) The cost of all incidental work required including providing, placement and removal, shifting of shuttering, cleaning, oiling & maintenance, rection & removal of staging, scaffolding and form liner etc, for piers, pier caps, bearing pedestals and other works as stated in other parts of the tender document.(2) The cost of casting of a mock pier at casting yard true to line, level and shape as per the direction of the Engineer-in-charge.(3) The cost of casting of pier, pier caps, abutment, abutment caps etc. including providing and mixing all ingredients and admixtures etc. in batching plant, transportation, placement, compacting, finishing and curing, placing in position inserts with pier/pedestals as per specification and the direction of the Engineer-in-charge.(4) The cost of disposal of all spoils and to keep the work area neat and tidy during the work and thereafter.(5) The cost of barricading and all safety requirements as mentioned elsewhere in the tender documents.(6) Installation of any fixtures into pier/pier cap etc (cost of fixtures in any, to be paid separately.(7) The cost of all incidentals, labour, material, equipment and works required for the executions of the job as per the direction of Engineer-in-charge.(8) The cost of testing all materials involved in the execution of the item as per QAP.(9) The cost of working for all leads, lifts, pumping / bailing out water, labour, material and equipment etc.(B) Mode of measurement:(1) Measurement shall be made for the finished volume of concrete only and will be restricted to the dimensions shown in the approved drawing.(2) Reinforcement steel shall be measured & paid separately.

Providing and laying reinforced cement concrete M-35 grade for construction of Abutment, piers, dirt wall, pier caps, return wall and bracket etc. concrete using Ordinary Portland Cement of grade 43 appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, centering, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel, complete as per clause No. 1100,1500,1700 and 2200 of MoRT&H Specifications 5th revision 2013).Height 5 to 10 met.

Providing and laying reinforced cement concrete M-40 grade for construction of bearing pedstal, sesmic stopper etc. concrete using Ordinary Portland Cement of grade 43 appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, centering, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (excluding the cost of reinforcement steel, complete as per clause No. 1100,1500,1700 and 2200 of MoRT&H Specifications 5th revision 2013).

Supplying, fitting and fixing in position true to line and levelPOT/ PTFE bearing consisting of a metal pistone supported by a disc or unreinforced elastomer comfined with in a metal cyliner, sealing rings, dust deals, PTFE surface sliding against stainless steel mating surface complete assembly to be as per IRC:83 (2018) part-III and as per clause No. 2000 and 2200 of MoRT&H specification- 2013. The bearing shall be percured from Sanfield / METCO/ MAGEBA/ M/s Steel Auto Industries.

Steel Reinforcement: Supply, cutting, bending with all leads, lifts and depths, fixing in position reinforcement of any diameter, TMT Fe-500 as per relevant BIS specification and drawing in RCC works in sub structure. The rate shall include cost of all material including galvanizing / epoxy coating tying wire, binding wire, cover block, provision of stools, chairs, spacer bars, overlaps, support bars , labour, transportation, storing and all other incidental charges, tools & plants etc complete. as per clause No. 1600 & 2200 of MORT&H specification 2013 / Latest edition for road and bridges works.

SUPER STRUCTURE Steel Reinforcement: Supply, cutting, bending with all leads, lifts and depths, fixing in position reinforcement of any diameter, TMT Fe-500 as per relevant BIS specification and drawing in RCC works in super structure. The rate shall include cost of all material including galvanizing / epoxy coating tying wire, binding wire, cover block, provision of stools, chairs, spacer bars, overlaps, support bars , labour, transportation, storing and all other incidental charges, tools & plants etc complete. as per clause No. 1600 & 2200 of MORT&H specification 2013 / Latest edition for road and bridges works.

Providing laying and fixing in position reinforced cement concrete Crash Barrier at the edges of the road, approaches to bridge structure and medians, constructed with M-40 grade concrete (Including reinforcement ), including centering shuttering and form work etc. conforming to IRC:21 and dowel bars 25mm dia, 450mm long at expansion joints filled with pre-moulded asphalt filler board keyed to the structure on which it is built and installed as design given in the enclosure to MOST Circular No. RW/NH-33022/1/94-DO III dt. 24th June 1994, as dimensions in the approved drawing and at locations directed by the Engineer as per clause No. 811 of MORT&H specification-2013. (A) The scope of work in the item includes: (1) The item includes the cost of preparation, fabrication, casting, fixture, placing and fixing in position using fastnersand pickling. (2) The item includes the cost of painting alongwith one coat of anticorrosive primer. (3) The item includes the cost of testing of all materials involved in the execution of the items as per QAP. (4) The items includes all other incidental expenditure for completing the jobs as per direction of Engineer-in-charge. Mode of measurement Measurement shall be made in running meter complete as per dimention shown in approved drawing.

Providing and laying reinforced cement concrete M-35 grade concrete in Approch slab, Deck Slab using Ordinary Portland Cement of grade 43, appropriate sand, aggregate, water, admixtures in suitable proportions as per approved mix design, as per approved drawings supplied by the Engineer-in-charge, including all types of shuttering, centering, necessary tools, plants, machinery, and all related operations as required to complete the work with all leads, lifts and depths true to line, level and position all complete (including the cost of reinforcement steel) as per clause No. 1500,1600,1700 & 2704 of MoRT&H Specifications 5th revision 2013

Providing and fixing hand rail 65 mm dia GI pipe over the crash barrier kerb consisting of MS base plate, embedded fasterner and nuts. MS vertical plates and pipes etc, as shown in the drawings and as per specifications and painting the same with 3 or more coats of paints. All the railling components as mentioned above to be hot dip galvanised with a zinc coating of at least 175 gm/sqm. Item to include all incidental works required to complete the work as per the directions of the Engineer-in-charge. (N.S)

Providing and installing single strip seal expansion joints of SANFIELD/ METCO/MAGEBA with a total allowable maximum movement 80mm as per Clause 2606 of MORTH specifications for Road and Bridge Works (5th Revision) 2013 supplemented with manufacturer’s recommendations. Entire installation is to be carried out strictly in the presence of manufacturer's representative only, at all times. The seal of the expansion joint shall be such as not to permit any dust collection at all times.A) The scope of work in the item includes:(A) The scope of work in the item includes: (1) Cost of all materials, labours, equipment and other incidental charges for execution of this item. Supervision during installation by the manufacturer is also included. (2) Installation & fixing of expansion joints as per manufacturers specifications and design / drawing approved by the engineer-in-charge including chipping of concrete, cleaning of concrete and reinforcement bars, leveling, necessary shuttering, pre-setting, welding etc. (3) Item to included necessary provision and filling of recess for the expansion joints at no extra cost. (4) The item includes the cost of testing of all the materials involved in the execution of the item as per QAP and testing of completed and installed joints as per the acceptnce criteria of MoRT&H. (B) Mode of measurement: (1) The expansion joints shall be measured in running meters. The length payable is the actual length provided at site including vertical parts of kerbs / crash barriers, footpath etc.

Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.30 kg. per sqm. On the prepared bitumen/granular surface cleaned with mechanical broom including cost of bitumen as per clause No.503 (5th edition) 2013 as per MoRT&H specification (N.S.)

Providing and fixing in position 20mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm covered with sealant complete as per drawing and technical specification clause No.2604 (MoRT&H 14.18 (iii))

Providing & Laying 40 mm thick compacted Bituminous Concrete (BC) in one layer with 100-120 TPH batch type hot mix plant and with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with appropriate rollers to achieve the desired compaction as per clause No. 507 MoRT&H specification (5th Revision) 2013 for road and bridge works (5th Revision)2013 using minimum 5.4% to bitumen grade CRMB-55 as binder content by weight of total mix, complete in all respects including cost of bitumen instruction issued from time to time by MoRT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification in mandatory.

If bitumen required more than 5.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work. Note: - Before carrying out bituminous work, coating & stripping of bitumen aggregate mix is to be performed in accordance with IS – 6241. If coating and stripping of bitumen aggregate mix is less than 95%, anti-stripping agent will be used by contractor. The anti – stripping agent should conform to the requirement as stipulated in IS 14982:2017. The cost so incurred will be considered as incidental to work and nothing extra shall be payable. The type and brand of anti-stripping agent along with procedure shall be approved by SE-in-charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. Note: - Where there is only BC on existing black top, cracks shall be sealed as MoRT&H specification 5th revision clause No. 3004.3, which may consists of (i) Fog seal/ or (ii) crack filling and or (iii) patch work repair as required at site in accordance with clause No. 3004.3.2, 3004.3.3 and 3004.2 of MoRT&H specification 5th revision respectively. Proper measurement and consumption shall be entered in MB for cracks sealed but no payment on this account shall be made as crack filling is incidental to work Providing and laying 25mm thick mastic asphalt wearing course with paving grade bitumen VG-40 meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100OC, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 of MoRT&H Specifications 5th revision 2013

Drainage System: Providing and laying PVC drain pipes, spouts, GI steel gratings over formed holes in deck slab, fixing 150mm dia G.I. pipe runner pipes and 150 mm dia PVC down take pipes of approved quality and ISI mark at every pier etc. as per approved drawings including bends, collars, clamps, fasteners, threading etc., complete as per clause No. 2705 of MoRT&H Specifications 5th revision 2013. A)The scope of work in the item includes 1)The providing, placing, joining and fixing the drainage pipes with all necessary fittings, tools and tackles etc., complete as per the approved drawing. 2)The cost of works to make taping all points to be leak proof, tested etc. including all couplers, materials, manpower and tool and tackle etc. complete as per the direction of Engineer-in-charge. B) Mode of Measurement : 1) The measurement shall be made in numbers for the drainage port supplied and installed at site. The payment for the pipes will be made in Running meters. The quantity will be restricted to the length as shown in the approved drawings. a) 150 dia drainage spout with GI greeting.

Providing and laying of filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification as per clause 710.1.4 of IRC:78 and 2200 of MoRT&H specification (MoRT&H no. 13.10)

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 2706 & 2200.

Stone Pitching 300 mm thick on slopes as per drawings and Technical Specificationss Section 2500.

Structural steel work in angles, tees and flats, welded including cutting fixing all gusset plates, bolts, nuts, welding rod, etc., with hoisting and erecting in positon:- For roof trusses, well kerbs, plates and trussed girders etc. of any span for Buildings area Bridges. (HSR 18.7)

Dismantling Concrete. (e) reinforced cement concrete with cleaning and straghtening and cutting of bars if required. (HSR 8.6 (e)].

Recovery items:- Bidder have to quote rates for recovery item at least or more than reserve price. 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. Note:- The reserve amount is minimum amount 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 allpurposes in case the agency quotes lesser than reserve price as under:- The quantities are as under:- Credit of Steel @20/- kg

Stone (building or pitching), sand, bajri, shingle, spalls, brick-bats, brick ballast and stone metal. [HSR 4.1 (a)].

Carriage of materials (metalled roads), lead more than 0.48 Km. excluding loading, unloading and stacking. Surkhi, sand, bajri, ballast, stone boulders, kankar & building rubbish. [HSR 5.2 (a)].

Public Health Work Excavation of trenches in streets, lanes or in open areas for storm sewer, sewers running by gravity and manholes to full depths as shown in drawings including shoring, timbering of poling boards, frame system type, dressing to correct sections and dimensions, according to templates and levels, dewatering, provision for diversion of traffic, cutting trees and bushes, etc. night signals profiles, pegs, sight rails, boning rods, crossing over trenches for access to the houses, watching fencing etc. fixing and maintenance of caution board refilling of trenches, watering of refill, in 15 cm layers ramming and restoration of unmetalled or unpaved surface to original condition and removal of surplus soil, from site of work, upto a lead of 1 Km in oridnary soil. (a) for depths excavation not exceeding 3 metres below ground level. [HSR 6.10 (a)].

Drilling and Tapping cast iron pipe lines of all diameters and screwing in ferrule and connections-Size of ferrule. (vi) 40 mm internal diameter of pipeline. [HSR 28.22].

Cutting holes upto 23 cm square through brick work in mud walls for pipes and making good including repointing replastering and finishing according to existing finish where required. [HSR 28.23]. (i) 11.43 cm thickness of walls

(ii) 22.86 cm thickness of walls

Labour for fixing G.I. or W.I. pipe sleeve pieces in holes in walls, floors, and roofs rounds pipes including all cutting and wastage. [HSR 28.27]. (a) 15 mm internal diameter

(b) 20 mm internal diameter

(c) 25 mm internal diameter

(d) 32 mm internal diameter

(e) 40 mm internal diameter

Bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning, trimming and dressing the trenches to correct alignment and grade as required by the Engineer-In-charge. (a) Upto 200 mm internal diameter. [HSR 28.47 (a)].

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. [HSR 29.84]. (a) Size 450 mm x 450 mm

(b) Size 450 mm x 600 mm

(c) Size 600 mm x 900 mm

Constructing brick masonry road gully chamber as per standard drawings (as per sizes given below) including dressing of beds and sides of chamber to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item no 10.6) in foundation, Ist class brick work laid in cement sand mortar, 1:5, 40mm thick cement concrete 1:2:4, topping inside the chamber with a floating coat of 1.5 mm thick neat cement laid in one operation to the topping the entire inner surface of the chamber rendered with neat cement not less than 12 mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1 mm thickleft absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as specified in item no. 29.48 complete and to the requirement of the Engineer-In-charge). (a) Single Road Gully Chamber (i) Size 610 mm x 457 mm x 800 mm. [HSR 29.87 (a) (i)].

CONSTRUCTION OF RECTANGULAR STANDARD BRICK MASONRY MANHOLE CHAMBERS to standard drawings on S.W pipe sewers or other circular pipe sewers upto the required depth in 1.5 CEMENT SAND MORTAR, lime concrete in bed and sides of pipe sewer and cement concrete 1:2:4 in benching, 12 mm thick water tight 1:2 cement sand plaster with a floating coat of neat cement and finished with 2 coats of sodium solicate on interior surface where required, reinforced cement concrete slab 180 mm thick fixing 560 mm internal diameter C.I. manhole cover and frame weight not less than 2.5 quintal painted with 3 coats of black bitumen paint, fixing galvanised malleable iron steps embedded in 1:2 cement sand mortar complete. The rate cover the cost of M.S steel for R.C.C slab Labour for fixing and carriage of C.I manhole frame and cover and malleable iron steps from the stores of the Engineer-in-charge of the works to the site of works. The rate also includes the cost of accurately planned and fitted centring, supports for all works as well as for all curves and special work, cleaning out their beds etc. Sodium silicate shall be supplied free of cost at the stores of Engineer- in-charge. [HSR 29.90 (ii)]. (ii) On 150 mm I/d Pipe sewer (a) For 1.20 Mtrs. depth below ground level

(b) For 1.50 Mtrs. depth below ground level

(c) For 1.80 Mtrs. depth below ground level

Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP2 MARKED WITH IS:458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer -in-charge. (c) 300 mm dia. (HSR 29.93).

Providing SALT GLAZED STONE WARE PIPES GRADE 'A' IN STANDARD LENTH OF 600 MM 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 inlcuding the cost of jointing materials as well as carriage, loading, unloading, stacking handling, re-handling etc. complete in all respect to the satisfaction to the Engineer-in-Charge. (b) grade 'A' 200 mm (HSR 29.95)

Providing & 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. (b) Size 630 mm (ii) Single Colour. (Make Hindware) [HSR 30.2 (b) (ii)].

Providing and fixing in position best indian make (as approved by the engineer-in-charge European type water closet suite, syphonic type consisting of- (i) VITREOUS CHINAWARE SYPHONIC SUITE WITH 15 LITRES CAPACITY MATCHING CHINAWARE CISTERN and all internal brass fittings COMPLETE WITH ‘P’ or ‘S’ TRAP with or without vent; (as approved by the Engineer-in-charge). (ii) One piece SEAT AND LID IN HOLLOW BLACK OR WHITE PLASTIC fitted with chromium plated hinges and rubber buffers, (to the approval of the Engineer-in-charge) COMPLETE in all respects INCLUDING CUTTING AND MAKING GOOD THE WALLS AND FLOORS. (b) Double trap syphonic (ii) Single Color. [HSR 30.5 (b) (ii)].

EXTRA OVER item nos. 30.1 to 30.4 and 30.6 FOR PROVIDING AND FIXING 15 LITRES CAPACITY C.I. LOW LEVEL VITREOUS CHINAWARE CISTERN complete with flush bend all other necessary Fittings instead of C.I high level cistern complete with fittings. (i) White. [HSR 30.12 (i)].

EXTRA OVER item nos. 30.3 to 30.6 FOR PROVIDING AND FIXING BEST INDIAN MAKE PLASTIC HYGENIC SEAT with lid complete instead of hollow Black or white plaster seat and lid.(i) White plastic seat (Solid). [HSR 30.13 (i)].

EXTRA FOR providing and fixing 32 MM dia G.I./C.P FLUSH PIPE complete with accessories instead of 32/MM dia galvanized telescopic flush pipe with clips (as required by the Engineer-in-charge). (i) 32 mm dia G.I. flush pipe. [HSR 30.15 (i)].

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE FLAT BLACK OR ANGULAR LIPPED FRONT URINAL 465 MM HIGH consisting of:- (i) flat black lipped or angular urinal basin of VITREOUS CHINA WARE (to the approval Of the Engineer-in-charge). (i) White. [HSR 30.19 (i)].

Providing and fixing 25 mm thick marble partitions for different type of urinals. (b) Vetreous Chinaware Partition Plate. (ii) Large Size 835 mm x 335 mm. (i) White. (HSR 30.40).

Providing & 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)].

PROVIDING AND FIXING IN POSITION 32 MM DIA G.I. WASTE PIPE EMBEDDED IN WALL or lead waste pipe (weighing 3.47 kg. per metre and 2.8 mm thick) upto floor Level including cost of wipped solder joint etc., complete (as required by the Engineer-in-charge). [HSR 30.48].

Providing and fixing in position best Indian make chromium Plated brass Bottle trap 32 mm dia metre. complete (as required by the Engineer-in-charge). [HSR 30.50]

Providing and fixing in position best quality Stainless Steel Sinks with Complete fittings as fully described in item No. 30.51. (a) 600 mm x 450 mm x 200 mm. [HSR 30.53 (a)].

Providing and fixing 40 mm I/D Stainless Steel waste pipe embedded in walls or lead waste pipe weighing 4.46 Kg./metre and 3.0 mm thick upto floor level as required by the Engineer-in-charge including cost of union and plumber joint. (HSR 30.62).

Providing and fixing 40 mm i/d chromium plated brass trap with chromium plated bra pipe to wall with wall flange, complete (as per requirement of the Engineer-in-charge) for use with sinks. (a) with Bottle Trap (indian make). [HSR 30.63 (a)].

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. (a) C.P. Brass. [HSR 30.67 (a)].

Providing and fixing in position best Indian make towel rails fixed in with rawlslugs embedded in walls with C.P. Brass screws, complete in all respect including cutting and making goods the walls etc.: (a) 25 mm dia, C.P. Brass adjustable. (i) 750 mm long. [HSR 30.68 (a)]

Providing and fixing in position glass shelf fixed in with rawl plugs with C.P. Brass screws, complete including cutting and making good the walls etc. (a) with C.P. Brass brackets and guard rail. (i) 600mm x 125 mm . [HSR 30.69 (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 & 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 COAT AND HAT HOOKS fixed into wall with C.P Brass screws and rawl plugs etc. COMPLETE INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC. (a) C.P. Brass. (ii) Two Way. [HSR 30.73 (a) (ii)].

Providing and fixing in position super quality 65 mm i/d opening C.P brass dome type hinged grating weighing about 750 gms fixed in cement mortar 1:2 complete in all respects (as required by the Engineer-in-charge). [HSR 30.74].

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

Providing & fixing in position C.P. brass stop cock (as approved by the engineer-in-charge). (a) 15 mm Stop cock. (ii) Concealed stop cock with flange. [HSR 30.76 (a) (ii)].

Providing and fixing C.P brass liquid soap container of best quality (as required by the Engineer-in-charge). [HSR 30.77].

Providing and fixing in position best Indian make flexible tube connection. (b) C.P. Brass (iii) 15mm x 450 mm. [HSR 30.82 (b) (iii)].

Providing and fixing in position C.I. Gully trap cover weighing approximately 7.26 Kg. and frame for gully trap chamber clear opening size 300 mm x 300 mm and out side size 330 mm x 330 mm including painting the exposed surfaces with 3 coats of black bitumastic superior paint of approved manufacture etc. (HSR 30.85).

Providing and fixing in position M.S. or heavy flat iron clamps made out of M.S. flat not less than 5 mm of the approved design for fixing C.I. soil waste vent or anti pipes to walls complete in all respects. (a) for 100 mm interal diameter pipes. (HSR 30.88). (a) for 100 mm interal diameter pipes.

(b) for 75 mm interal diameter pipes.

Providing and fixing in position automatic brass ball valves in tanks. (b) With Plastic Ball (ii) 20 mm internal diameter. [HSR 30.110 (b) (ii)].

Providing & Fixing in 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 Kg. and frame clear opening 300 mm x 300 mm and outside size 330 mm x 330 mm and chamber including cost of all brick work in cement mortar 1:5 cement concrete 1:2:4, in coping black bitumastic superior paint of approved manufacture on all C.I. work as per standard design, minimum depth of water should be 150 mm with a minimum seal 50 mm. (b) 100 internal diameter H.C.I. gull trap. [HSR 30.114 (b)].

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, washers flages for connections in tanks complete in all respects to the satisfaction to the Engineer-in-Charge. [HSR 30.119]. 1000 Ltrs. Capacity Water Tank

DSR ITEMS Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall. (DSR 18.7). (iv) 32 mm internal diameter of pipeline

(v) 40 mm internal diameter of pipeline

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. (DSR 18.8). (i) 15 mm internal diameter of pipeline

(ii) 20 mm internal diameter of pipeline

(iii) 25 mm internal diameter of pipeline

Providing and fixing gun metal gate valve with C.I. Wheel of approved quality (Screwed end). (DSR 18.17) (b) 20 mm nominal bore

(c) 25 mm nominal bore

(d) 32 mm nominal bore

(e) 40 mm nominal bore

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

(b) 20 mm nominal bore

(c) 25 mm nominal bore

(d) 32 mm nominal bore

(e) 40 mm nominal bore

NS ITEMS Providing and laying uPVC Pipe (working Pressure 6 Kg/Sqcm), including specials like:- Floor traps, Heal rest bend, Double Junction with door, Single Junction with door, Bend with Door, Bend Plain, Cowls, Door piece, Collars, Nani Trap, P-Trap etc. The Rate shall be inclusive of Chemical for jointing, hanging arragement below ceiling concreting around floor trap and other misc. complete in all respect as per satisfaction of Engineer-in-Charge. Make:- Diplast, Kisan, Truflo (Hindware). (NS). (a) 100 mm internal diameter.

(b) 75 mm internal diameter.

JANDU CONSTRUCTION INDIA PRIVATE LIMITED