Special repari of main building Old toilet and rooms construction of new rooms and canteen with shed in Govt women college at Murthal in sonpat distt. for the year 2019 Re- invite

Amount

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. (HSR 6.6)

Excavation for pipelines running under pressureIn trenches and pits, in open areas, where disposal,Of surplus earth is done alongwith the alignmentIncluding trimming & dressing sides, leveling of beds of trenches to Correct grade, cutting joint holes, cutting trees and bushes, etc.,Refilling consolidation and watering of refill in 15 cm layers and Restoration of unmetalled or unpaved surface to ITS ORIGINAL CONDITION, including the cost of dewatering of rain Water, diversion of traffic, night signals, fixing caution boards, watching, Fencing etc., and outside the town in ORDINARY SOIL:- Without timbering and shorting upto 1.5 metres depth (HSR 6.8 a)

Excavation of trenches in streets, lanes or in Open areas for storm sewer, sewers running by Gravity nd 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, oning rods,Crossing over trenches for access to the houses, watching fencing, Etc., fixing and maintenance of caution boards, refilling of trenches, Watering of refill, in 15 m 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 ordinary soil. for depths of excavation exceeding 3 metres, but not exceeding 4.5 metres (HSR 6.10 a)

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 upto 30 metrs. Subject to earth should be non-plastic (HSR 6.13 a)

Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing. In cement (HSR 8.5 b)

Dismantling Concrete (d) cement concrete plain 1:2:4 mi (HSR 8.6 d)

Scraping (a) White wash and colour wash. (HSR 8.32 a)

Scraping ( c) Cement plaster. (HSR 8.32 c)

Dismantling cement conglomerate/terrazzo floors 25 mm to 50 mm Thick including concrete base (HSR 8.25)

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

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

Pre-cast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface indluding from work, placing and fixing in position, complete at the ground level or in first storey. (HSR 10.77)

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

Providing and alying 60mm thick ISI Marked interlocking paver blocks conforming to IS 15658-2006 of all shapes and colours in design mix cement M-35 over a bed of 25mm thick fine sand complete in all respect. (HSR 10.158)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centering and shuttering , laid in position, complete in all respects. (a)extra over Item Nos. 10.79 to 10.94, if 1:1 ½:3 mix is used, instead of 1:2:4 (HSR 10.82 +10.95 a)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects. (a)extra over Item Nos. 10.79 to 10.94, if 1:1 ½:3 mix is used, instead of 1:2:4 (HSR 10.86 + 10.95 a)

Damp proof course 25 mm thick of cement concrete 1:2:4 using stone aggregate 20 mm nominal size with 2 coats of bitumen 20/30 penetration, at 1.65 kg per sqm laid hot and sanded., .(HSR 10.115)-Note

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

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

First class brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinthlevel.. (HSR 11.7)

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

HALF BRICK MASONRY 11.43 cm thick brick wall laid in cement (HSR 11.48 a)

erracing 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)

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

Providing fixing P.V.C Rain water pipe 6kg Pressure of ISI mark in cement mortar during masonry work 100 MM dia PVC pipe 6kg Pressure (HSR 13.89 a) (Supreme, Finolex or Prince)

Providing & fixing P.V.C Bend ISI Mark 100mm dia P.V.C Bend (HSR 13.90 a) (Supreme, Finolex or Prince)

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

Flat brick or tile flooring laid dry over a bed of 6 mm thick cement sand mortar 1:6 grouted with cement sand morar 1:4 and top surface to be left clean after wire brushing. (HSR 14.24)

Terrazzo topping rubbed and polished to a granolithic finish under layer 34 mm thick cement concrete 1:2:4 and top layer as specified below:- Terrazzo skirting or dado or on wall face rubbed and polished to a granolithic finish under layer 12 mm thick cement coarse sand plaster 1:3 and top layer as specified below:-t with grey cement (HSR 14.25 a + 14.26 a)

Providing & fixing vitrified tiles of size 600 x 600mm of approved make in flooring laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles. Note:- Tile shall be of premium quality (first quality) of reputed manufacture like NITCO, KAJARIA & RAK, Simpolo, orientbell, Double charged tile shall be used (N.S)

Providing & fixing vitrified tiles of size 600 x 600mm of approved make in skirting/dado laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles. Note:- Tile shall be of premium quality (first quality) of reputed manufacture like NITCO, KAJARIA & RAK, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO. Double charged tile shall be used (N.S) Note:- The agency to whom the work is alloted will have to produce original bill/voucher for all quntity in token of proof of purchase of material First storey

Providing & fixing ceramic tiles/anti skid tiles of size 400mm x400mm or above size of approved make in floors, laid in any pattern as specification aover base of 20mm thick cement coarse sand mortar 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 manufacture like NITCO, KAJARIA & RAK, SOMANI, JOHNSONS, ORIENTBELL, SIMPOLO 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 quntity in token of proof of purchase of material First storey

Laying & fixing vitrified/ Ceramic/ Glazed tiles of any size of approved make in skirting/ dad, pillars, wall facing, laid in any patterns as specified over base of 12mm thick cement coarse sand and mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles. (Tiles shall be supplied by the Deptt.) (HSR 14.94)

12 mm thick cement plaster 1:4 on the rough side of single or half brick wall. (HSR 15.5)

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

15 mm thick cement plaster 1:4 on the rough side of single or half brick wall (HSR 15.10)

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

Plastering on under side of Ceiling 10 mm thick cement plaster 1:4 (HSR 15.52)

Preparation of ply wood surface for painting including 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. (HSR 16.1)

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 Goodleass-Nerolac, Barger, Garware, Jenson, Nicholson, Asian & Shalimar shall be used as approved by Engineer-in-charge in weiting, Drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.2)

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

Painting one coat with synthetic enamel Paint in all shades on old wood-work, or metallic or plastered or concrete surfaces to give an even shade including rubbing down old paint. (HSR 16.7)

Applying priming coat with metal primer on New steel or iron work including preparation of surface. (Note:- First quality paint/primer of reputed make firm such as Goodleass-Nerolac, Barger, Garware, Jenson, Nicholson, Asian & Shalimar shall be used as approved by Engineer-in-charge in weiting, Drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.9)

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. (Note:- First quality paint/primer of reputed make firm such as Goodleass-Nerolac, Barger, Garware, Jenson, Nicholson, Asian & Shalimar shall be used as approved by Engineer-in-charge in weiting, Drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.25)

Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work. (Note:- First quality paint/primer of reputed make firm such as Goodleass-Nerolac, Barger, Garware, Jenson, Nicholson, Asian & Shalimar shall be used as approved by Engineer-in-charge in weiting, Drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.58)

Distempering with washable oil bound distemper (of approved manufacture) two coats on old distempered work. (HSR 16.60)

Providing two coat of exterior acrylic emulsion paint as per (Note:- First quality paint/primer of reputed make firm such as Goodleass-Nerolac, Barger, Garware, Jenson, Nicholson, Asian & Shalimar shall be used as approved by Engineer-in-charge in weiting, Drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.79 b)

Providing and applying two cates white cement based puty over plastered surface and grinding the durface smooth eiht sand paper to get an even and smooth finish including cost and carriage of all material, labour charge, scaffolding, sundries etc. complete (J.K/ Birla make) (HSR 16.81)

Factory- manufactured paneled door or glazed window, shutters of commercial hard wood, such as hollock, champ, chikrassy and chaplash, etc., (non-coniferous timber other than tak, conforming ot I.S. specification no. 1003, kiln-seassoned), with 100 mm wide vertical styles, 150 mm wide lock rail 200 mm wide bottom rail and 100 mmm wide other rails, with panels of 15 mm thick, tongued and grooved of commercial hard wood and including cost of iron hinges, screws, chocks/cleats, stops, nails etc., complete, fixed in positon (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in positon)- 30 mm thick (HSR 17.90 a)- Note

Factory-manufactured wire gauze door and windows shutters of commercial hard wood such as hollock, champ, chikrassy and chaplash, etc, (non coniferous timber other teak, conforming to I.S. specification no. 1003, kiln seasoned) with 100 mm wide vertical styles, 150 mm wide locak 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 fitting other than specified above, but including labour for fixing the same in position)- (styles and rails of windows shutter shall be 75 mm wide) 30mm thick [HSR 17.92 i + Note 1 under 17.18]

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 roads or bolts and nuts complete fixed in position (HSR 18.12)

Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights/ depths/ storeys/ basements etc. (HSR 18.22) Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameter 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

Pressed steel sheet frames (chowkats), consisting of 2 mm thick steel sheet of the specified sections, 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, or 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:- door and window frame of size 89 mm X 50 mm with 40 mm wide single rebate (HSR 18.34 a)

Pressed steel sheet frames (chowkats), consisting of 2 mm thick steel sheet of the specified sections, 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, or 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:- door and window frame of size 76 mm X 38 mm with 35 mm wide single rebate (HSR 18.34 b)

NS items Earth Filling in stage with tiba sand taken from outside of campus area with an av. Lead 5km. all lead and lift including loading, unloading, laid in 15cm layer including watering, consolidating, compaction, and compensaation of earth etc., complete in all respect as per the direction of engineer in charge. (For any lead lift) (N.S)

Pdg. & fixing fiber shedcomplete in all respect as per the direction of engineer in charge (N.S)

Providing and laying 150 mm thick granular sub base consisting of filter layer confirming to Table 400.1 Grading - VI of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, complete as per clause No. 401 of MoRT&H specifications

Public Health DRILLING AND TAPPING CAST IRON PIPE LINES OF ALL DIAMETERS AND SCREWING IN FERRULE AND CONNECTIONS:- 40 mm internal diameter (HSR 28.22 f)

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. 11.43 cm thickness of walls (HSR 28.23 a)

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.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 lime mortar 2:3 in foundation Cement mortar 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/CC/ TOPPING 50 mm THICK WITH 455 MM x 455 MM X 610MM INSIDE LIGHT DUTY C.I. INSPECTION CHAMBER COVER AND FRAME Weight as per I.SI. specification painted WITH 3 COATS OF black bitumastic superior paint complete as per standard design. Size 450 mm x 450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 40 kg with C.C. topping ) (HSR 29.84 a)

b) 450 mm x 600 mm

c) 600 mm x 900 mm

Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS: 5382 and testing of Spigot and socketted RCC NP3 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 350mm i/d (HSR 29.95 a)

b) 400mm i/d

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE (to the approval of the Engineer-in-charge) INDIAN TYPE WATER CLOSET SUITE CONSISTING OF:- Size 580 mm White (HSR 30.1 a i)

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE EUROPEAN TYPE WATER (HSR 30.6 i) White

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. (HSR 30.12 i) White

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. White plastic seat (Solid) (HSR 30.13 i)

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE LAVATORY SUITES (WITH ANTI SPLASH RIM IN VITREOUS CHINAWARE and all other necessary fittings as fully described in item no. 30.41 above. Size 510 mm x 400 mm with one no. trap. White (HSR 30.42 i)

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 BEVELLED EDGE 5.5 MM THICK MIRRON Mounted on ASBESTOS sheet GROUND FIXED IN POSITION BY MEANS OF 4 NOS. CHORMIUM PLATED BRASS SCREWS AND WASHERS over rubber washers and rawl plug embedded in the wall 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. 600 mm x 450 mm. (HSR 30.71 a i)

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

c) Bib cock

Providing and fixing in position C.P brass stop cocks (as Approved by the Engineer-in-charge) Stop cock male and female end (HSR 30.76 a i)

a ii) Concealed stop cock with flange.

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE FLEXIBLE TUBE CONNECTION C.P Brass 15 mm x 450 mm (HSR 30.82 b iii)

Providing and fixing HDPE water storage tanks of sintex, Diplast, O.K make with covers/lids marked with IS: 12701 on roof top of buildings including cost of hoisting and palcing in poosition, making connections with inlet and outlet pipes, providing overflow & scour provisions with suitable plug on scour pipe including cost of nipples, washers, flanges for connections in tanks complete in all respects to the satisfaction of Engineer-in-Charge (expect civil work) (HSR 30.119 c) 500 ltr. Capacity

PROVIDING AND 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 MORTSAR 1:5 CEMENT CONCRETE 1:8:16 IN FOUNDATIONS AND CEMENT CONCRETE 1:2:4 IN COPING around C.I cover and frame etc. WITH THREE COATS of black bitumastic superior PAINT of approved manufacture on all C.I work AS PER STANDARD DESIGN, minimum depth of water should be 150 mm with a minimum seal 50 mm. 100 mm internal diameter H.C.I gully trap (HSR 30.114 b)

PROVIDING AND FIXING IN POSITION AUTOMATIC BRASSBALL VALVES IN TANKS WITH PLASTIC BALL WITH PLASTIC BALL 20 mm internal diameter (HSR 30.110 b ii)

DSR Items Providing and fixing G.I pipes complete with G.I fittings and clamps, i/c cutting and making good the walls etc.. Intenal work - Exposed on wall. (DSR 18.10) (i) 15mm i/d

ii) 20mm i/d

iii) 25mm i/d

iv) 40mm i/d

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) (i) 15mm i/d

b) 20mm i/d

c) 25mm i/d

d) 40mm i/d

Providing, fixing gun metal gate valve with C.I wheel of approved guality (Screwed end) (DSR 19.17) b) 20mm i/d

c) 25mm i/d

d) 40mm i/d In case of any difference in the unit and nomenclature of any of the HSR items of civil, ph and EL depicted in this dnit and that given in HSR, the unit and nomenclature given in HSR shall be applicable