Construction of Sub Health Centre at village Palwali District Faridabad REINVITED

Amount

Construction of Sub Health Centre at Village Palwali District Faridabad. [RE-INVITED]

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

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 as per HSR [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 as per HSR. [HSR. 10.78 + 10.95 (a)].

Cement concrete 1:1½:3 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)]. (First Storey)

Second Storey

Cement concrete 1:1½:3 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)]. (First Storey)

Second 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)] (First Storey)

Second 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)] Second Storey

Third 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)].

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 1:4 in foundation plinth. (HSR 11.4)

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

Second Storey

Third Storey

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

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

Masonery work sing flyash-lime based brick (IS:12894-2002) lain in cement sand mortor 1:6 in Super structure (HSR 11.102) 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 (HSR 11.102) (First Storey)

Second Storey

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). (Third Storey)

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. [HSR 13.89]. (a) 100 mm dia PVC pipe 6 kg. pressure.

Providing and fixing PVC Bend ISI Mark. (Note: Reputed make PVC Bend such as approved by Engineer-in-Chrage [HSR 13.90 ]. 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. (a) 100mm dia PVC pipe 6 Kg. pressure.

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) (Second Storey)

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

Precast Terrazzo tiles of 20 mm minimum thickness in cement as specified below with marble chips of size and colour as required 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 including rubbing and polishing. (b) in 50% white & 50% grey cement. (HSR 14.44 (b)]. (First Storey)

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-InCharge). [HSR 14.45+Note]. The agency to whom the work is allotted will have to produceoriginal bill/voucher for all quantity in token of proof of purchase of material)

Precast terrazzo tile of 12.5 mm minimum thickness in cement as specified below with marble chips of size and colour as required laid on 10 mm thick cement coarse sand plaster 1:3 and jointed with neat cement slurry in skirting, dado and risers of steps, including rubbing and polishing complete. (b) in 50% white and 50% grey cement. [HSR 14.47 (b)].Note]. The agency to whom the work is allotted will have to produceoriginal bill/voucher for all quantity in token of proof of purchase of material) (a) First Storey

Kotah stone flooring 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 allotted will have to produceoriginal bill/voucher for all quantity in token of proof of purchase of material) (a) First Storey(a) 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 allotted will have to produceoriginal bill/voucher for all quantity in token of proof of purchase of material) (a) First Storey

Second Storey

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

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 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)

Second Storey

Laying and fixing Granite stone in all shade,15mm to 18mm thick in skirting/dados,resers 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). (First Strorey

Second 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). (a) First Storey

Second Storey

12 mm Thick Cement Plaster 1:4 on the rough side of single or half brick wall. (HSR 15.5).

12mm thick cement plaster on walls (1:6). (HSR 15.7). (a) First Storey

Second Storey

Third Storey

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

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

Second Storey

Third Storey

10mm thick cement plaster 1:4 under side of ceiling. (HSR 15.52). (a) 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 (HSR 15.77) (a) Vertical

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). Note: First quality paint primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asain & shalimar shall be used as approved by Engineer-in-Charge in writing, Drum of paint shall be opened in presence of Engineer-in-Charge

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). Note: First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asain & shalimar shall be used as approved by Engineer-in-Charge in writing, Drum of paint shall be opened in presence of Engineer-in-Charge

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

Painting two coats excluding priming coat with ready mixed paint for matelic sufraces in all shades on new steel or iron work. (HSR 16.17). Note: First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asain & shalimar shall be used as approved by Engineer-in-Charge in writing, Drum of paint shall be opened in presence of Engineer-in-Charge

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

Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surface of walls. (HSR 16.26). Note: First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asain & shalimar shall be used as approved by Engineer-in-Charge in writing, Drum of paint shall be opened in presence of Engineer-in-Charge

White Washing. (Three Coats). (HSR 16.48)

Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work. (HSR 16.58). (Note: First quality paint primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asain & shalimar shall be used as approved by Engineer-in-Charge in writing, Drum of paint shall be opened in presence of Engineer-in-Charge

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

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 be used as approved by Engineer-in-Charge)). (HSR 16.81)

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 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)].

Factory manufactured panelled door or glazed windows shutters of commercial hard wood such as Hollock & Champ 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 nd including cost of iron hinges, screw, chock/cleats, stops nails etc. complete 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 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. HSR 17.93 (a) - Note 1 under 17.18] (iii) 25 mm thick

(iii) 35 mm thick.

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 and fixing 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]. ((b) door and window frame Size of 76 mm x 38 mm with 35 mm wide single rebate.

(d) door and window frame size 114 mm X 50 mm with 35 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)

(NS. ITEM) Fe-500 EQR TMT steel bar for RCC work, where not included in the complete rate of RCC including bending, binding & placing in the position complete. (Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tones on the basis of IS:1732. 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). (NS).

Earth work non plastic with Tibba Sand under floors/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. (For any lead and lift). [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.

Providing & laying 75mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to 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. (N.S).

Construction of dry lean cement concrete (M-10) Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 3873, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than as per ISI marked provision MPA at 7 days, mixed in the batching plant, transported to site, laid with a paver, compacting with 5-10 tonnes vibratory roller, finishing and curing. Unit=cum, taking output = 450 cum (990 tonne), taking batch mix plant of 15.20 cum as per MORT&H specification clause-601 latest edition (NS)

Providing and laying 80 mm thick ISI marked interlocking paver block conforming to IS 15658:2006/ IRC:SP:63-2004 of all shapes and color in design mix cement M-40 over 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)

(PUBLIC HEALTH) 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. [HSR 28.22]. (vi) 40 mm internal diameter of pipeline.

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

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. [HSR 28.47 (a)]. Upto 200 mm internal diameter

JOINTING PLAIN AND REINFORCED CONCRETE PIPES AND SPECIALS OF ALL CLASSES IN TRENCHES USING COLLAR JOINTS JOINTED WITH 1:1 ½ CEMENT SAND MORTAR NEARLY dry heavily caulked into joints AND WITH END DOWELS FILLED WITH 1: 1 ½ CEMENT SAND MORTAR including facing trowelling and finishing the joints and at angle of 45 degree with face of collars keeping the joints wet till cured testing the drain line for leakages and making good for all leakages and defects as laid down in the contract specirfications complete with two spigots and jointed to collars and internal diameter of sewer pipe or special being:- (c) 200 mm. (HSR 29.45)

CUTTING PLAIN AND REINFORCED CONCRETE PIPES AND SPECIALS of all classes chipping AND FINISHING THE CUT SURFACE TO A UNIFORM finish to the satisfaction of the Engineer-in-charge. (c) 200 mm (c) 200 mm. (HSR 29.46)

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]. (a) Size 450 mm x 450 mm

(b) Size 450 mm x 600 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) (a) For 1.20 Mtrs. depth below ground level

(b) For 1.50 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. (a) 200 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' 150 mm. (HSR 29.95)

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 & 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). [HSR 30.75].(a) Bib cock long body.

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 H.C.I. Soil waste vent or antisyphonage pipes to I.S.I. specifications of E.L.C. manufacture or of any other reputed firm including cutting and wastage etc. and cutting holes in walls, roofs or floor etc. and making good to its original condition but excluding cost of lead jointing. (HSR 30.84) (a) 100 mm internal diameter.

(b) 75 mm internal diameter.

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 lead caulked joints to H.C.I. pipes and specials confirming to I.S.I. specificationsof E.L.C. manufacture or any other reputed firm including cost of lead yarn, fuel and tools etc. (HSR 30.87). (a) 100 mm internal dia meter. (1.13 Kg)

(b) 75 mm internal dia meter. (0.91 Kg)

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 & Fixing H.C.I. floor traps I.S.I. marked of the self cleaning design with C.P. brass hinged grating with frame with or without vent arm and including cement concrete 1:2:4 under and around the floor trap where required upto floor level complete in all respects including cutting and making good the walls and floors, etc. minimum depth of water should be 50 mm with a minimum seal of 50 mm. (b) with 75 mm i/d outlet. [HSR 30.89 (b)].

Providing and fixing in position H.C.I. specials for soils, waste, vent or anti-syphonage pipes to I.S.I. marked including cutting and waste etc. cutting holes in walls roofs or floors etc., and making good to its original condition but excluding cost of lead jointing. (HSR 30.91). (a) For 100 mm dia pipes (1) Heal rest bend

(2) Double Junction with door 100 mm x 100 mm x 100 mm x 100 mm

(13) Bend with Door

(14) Bend Plain

(16) Cowls

(17) Door piece

(22) Collars

(b) For 75 mm dia pipes (1) Heal rest bend

(3) Double Junction with door 75 mm x 75 mm x 75 mm x 75 mm

(13) Bend with Door

(14) Bend Plain

(16) Door piece

(17) Cowls

(18) Collars

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]. (a) 500 Ltrs. Capacity Water Tank

1000 Ltrs. Capacity Water Tank

(NS ITEM)Providing for laying, jointing, fixing and testing G.I. (Medium class "B" type of Tata & Jindal make) pipe lines and specials tees bends, sockets, elbows etc. inside building and testing etc. complete including cutting threading. Including cost of Special. G.I. specials shall be of Make:- UNIK, TATA, ZOLOTO. (NS) (i) 15 mm internal diameter of pipeline

(ii) 20 mm internal diameter of pipeline

(iii) 25 mm internal diameter of pipeline

Providing for fixing and jointing union couplings in G.I. and W.I. pipelines. [NS]. (a) 15 mm internal diameter

(b) 20 mm internal diameter

(c) 25 mm internal diameter

Providing, fixing and jointing gun metal peet valves (heavy pattern) with hand wheels, on G.I. pipelines laid in the ground or inside building including cartage from divisional stores or nearest railway station to site of works. (NS). (a) 15 mm internal diameter

(b) 20 mm internal diameter

(c) 25 mm internal diameter

prashant construction company

BAHADUR SINGH CONTRACTOR