CONSTRUCTIONS OF FARMERS REST HOUSE

Amount

Earth work excavation in ordinary soil exclusive of compensation of earth-c. earth-work undressed with a combined lead up-to 15 meters including breaking of clods (HSR 6.2[b])

Dressing of earthwork :-new work or re-modeling work (HSR 6.3[i])

Earth work in excavation in foundations, trenches, etc .in all kinds of soils, 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 meters(HSR 6.6)

Earth filling under floors with surplus soil, executed from foundation and taken only from outside the building plinth (HSR-6.13 a )

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

Pre-cast cement concrete 1:3:6 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, complete as per HSR (HSR 10.77 + Note)

Pre-cast cement concrete 1:3:6 with stone aggregate 20 mm nominal size in tiles and channels and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface, complete as per HSR (HSR 10.78 + Note)

Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforced concrete work, but excluding steel reinforcement centring & shuttering in first story up-to 4 meter above plinth level (HSR 10.80)

Cement concrete 1:1½:3with 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 respects (HSR 10.81 + 10.95 (a)

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

First floor

Cement concrete 1:1.5:3 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)] Ground floor

First floor

Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc., excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects,(For work up-to 1.5 meters below ground level). (HSR 10.90 + 10.95 (a) )

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 1:6 in first storey up-to 4 meters above plinth level (HSR 11.7) Ground floor

First floor

11.43 cm thick brick wall with every, fourth course, reinforced with hoop-iron, laid in cement sand mortar 1:4 in foundation (HSR 11.47)

11.43 cm thick brick wall with every fourth course reinforced with hoop-iron laid in 1:4 cement stone dust (from crusher) mortar in superstructure. (HSR 11.51) Ground Floor

First floor

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 an 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) Ground floor

First floor

Providing and fixing cast iron rain water non pressure pipe, I.S.I. mark with ears with screw and wooden plugs fixed on wall face including filling joints with spun-yarn and cement mortar 1:2 excluding head and shoe, etc. (HSR 13.45[a]) (a) 100 mm dia. pipe

Extra over rate of item nos. 13.43 and 13.45(a) in case lead joints are used instead of cement joints(HSR 13.46[a])

Providing and fixing C.I. plain bends in position with gutter, etc. (HSR 13.49[a])

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)

Bottom khurra on ground 1.2 m X 0.6 m consisting of brick-on-edge laid in cement mortar 1:3 over 75 mm cement concrete 1:8:16 including 12 mm thick cement plaster 1:3. (HSR13.57)

Cement concrete 1:2:4 gola 10cm x 10cm quadrant along junction of roof with parapet wall (HSR 13.64)

Providing and laying cinder concrete in cement 1:15 ( I cement and 15 cinder) on terraced roofs and (1st storey), laid in slope, including consolidating the same (HSR- 13.66)

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

Providing and fixing vitrified tiles of size 600 x 600 mm of approved make in flooring laid in any patterns 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 to tiles (Note : Tile shall be premium quality (first quality ) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT, JOHNSONS & RAK). ii. Tiles shall be fixed by using PVC spacers of required size and the space between tiles shall be filled up with cement based grout of approved make & colour. Nothing extra shall be paid for this. (HSR 14.89)

Providing and fixing vitrified tiles of size 600 x 600 mm of approved make in skirting / dado 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 to tiles Note : Tile shall be of premium quality (first quality of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT, JOHNSONS & RAK ii. Tiles shall be fixed by using PVC spacers of required size and the space between tiles shall be filled up with cement based grout of approved make & colour. Nothing extra shall be paid for this. HSR-14.90)

Providing and fixing ceramic tiles/ anti skid tiles of size 400 mm x 400 mm or above size of approved make 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 tiles Notes: i. Tile shall be premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA, SOMANI & RAK. ii. Tiles shall be fixed by using PVC spacers of required size and the space between tiles shall be filled up with cement based grout of approved make & colour. Nothing extra shall be paid for this. (HSR14.91)

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

12 mm thick cement plaster 1:6 on walls(HSR 15.7) Ground floor

First floor

15 mm thick cement plaster 1:6 on wall (HSR 15.12) Ground floor

First floor

Cement pointing 1:2 flush on flat brick flooring (HSR 15.71) Ground floor

First floor

Cement pointing on stone slab pavement with cement mortar 1:2 (HSR 15.73)

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 (HSR-16.2)

Applying priming coat with metal primer on new steel or iron work including preparation of surface(HSR-16.9)

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new woodwork or metallic or plastered or concrete surfaces to give an even shade (HSR-16.3)

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

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

Providing and applying two coats of white cement based putty over plastered surface and grinding 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 (J.K/ Birla make).(HSR 16.81)

Providing two coats of exterior acrylic emulsion paint (HSR 16.79) (b)

Cost of aluminium fittings complete for door and windows such as towel bolts, handle etc. (17.70 (a) (a) for single leaf shutters

(b) for double leaf shutters

Providing and fixing sliding bolt with nuts and screws, etc., complete- (HSR-17.83 b ii) (b) aluminium (ii) size 250 mm X 16 mm

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 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 100 mm 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 position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position)- (HSR-17.90 b) 35mm thick

Factory manufactured wire gauze door and window 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 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 nail etc., complete fixed in position ( excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position)-(HSR-17.92 ii) 35 mm thick

Factory manufactured solid flush door shutters, with block board core as per I.S. No. 1659-1969 bonded with water proof type phenol formaldehyde synthetic resin, hot-pressed, 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)- (a) commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges :- iii) 35 mm thick (HSR 17.93 (a) (iii)

Wrought iron and mild steel (using angles, flats square bars. tees and channels) ladders, grills, gratting frames, window guards, iron door 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)

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 incluidng straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position, complete in all respect for all heights/depths/storeys/basements etc. Note: Reinforcement shall be measured in length including hooks, if any, separtely 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)

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

Pressed steel sheet frames (chowkhats), consisting of 2.00 mm thick steel sheet of the specified section, including iron lugs (hold fasts, iron hinges, confirming to PWD specifications, including bolts for fixing stops, locknotch, provision for receiving tower bolts, and finished with one coat of ready mixed paint red led 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 of size 89mmx 50mm with 40mm wide single rebate

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

Providing and laying 15 mm to 18 mm thick Sarderali Granite stone in flooring/skirting 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 stone, complete (NS)

Providing and fixing C.I. grating over 100 mm dia rain water pipe, fixed in position, complete in all respects (NS)

Providing and fixing 12mm thick toughened glass (AIS, Modi Guard or Saint Gobion make) duly toughened by standardized plant, with required holes and cut outs in fixed partition & openable panels/leaf for fully glazed double leaf doors, complete in all respects as per architectural drawing and design or instruction of Engineer-in-Charge (NS)

Providing and fixing fittings/accessories i.e. glass door package with lock (floor machine) of DORMA make (Model XL-C-4001) including cost of stainless steel screws etc. complete in all respect as directed by Engineer-In-charge (NS)

Providing and fixing glass shutter accessories i.e. handle of Dorma make (Model XL-C3002A D type of size 300mm X 22mm) including cost of nuts, screws etc. complete in all respect (NS)

Earth filling under floors with dune sand (tiba sand) , brought from out side (any lead), in 15 cm layer including laying, dressing, watering ramming, consolidating, excavation, carriage, loading, unloading and compensation, etc., complete. (NS) Note:- 1. The Cement used in this constructions should be 43 Grade with having make Ultra tech / J.K. with fresh manufacturing. 2. The M.S. Tor Bar should be TATA / SAIL / JINDAL make. 3. The civil work should be well primered & painted with Asian / Nerolac make paints.

DNIT of Sanitary / PH Work for construction of Farmer's Rest House in Cane Yard. Earth work in excavation in foundations, trenches, of underground structures, sullage drains, etc, and other similar works in ordinary soil including dressing of bottom and sides, to correct levels and templates, cutting of trees and bushes, dewatering of rain water, diversion of traffic, fixing and maintenance of caution boards, and night signals, crossing over trenches for access to houses, watching, stacking of excavated soil, clear from the edge of excavation, and subsequent filling, where required around masonry, in 15 cm layers, with compaction and disposal of surplus soil as directed within a lead of 30 metres for depth up to 2 metres below natural ground level. (for P.H. Works only). (HSR 6.7)

Excavation for pipe lines running under pressure in trenches and pits, in streets & lanes including trimming and dressing sides, levelling 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, crossing over trenches for access to the houses, watching fencing, etc., and disposal of surplus soil outside and inside the town, involving lead up to one K.M. in ordinary soil:-(HSR 6.9(a)} (a) without tembering and shorting upto 1.5 metres depth

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 drawing including shoring, timbering of poling boards, frame system type, dressing to correct sections and dimension, 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 boards, 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, up to a lead of 1 K.M. in ordinary soil {HSR 6.10(a)} (a) for depth of excavation not exceeding 3 metres below ground level

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

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

Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement , but including centring and shuttering, laid in position , complete in all respects. (HSR 10.82)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in fascias parapets and other thin vertical sections, not covered by item nos. 10.82,10.86 to 10.88 not exceeding 10 cm thickness excluding steel reinforcement but including centring and shuttering , laid in position, complete in all respects. (HSR 10.89)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc., excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects, (For work upto 1.5 metres below ground level). {HSR 10.90}

Extra over item Nos. 10.79 to 10.94 , if 1:1.5:3 mix is used, instead of 1:2:4 {HSR 10.95(a)}

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

First class brick work laid in cement sand mortar 1:5 in first storey up to 4 metres above plinth level. (HSR 11.8)

11.43 cm thick brick wall laid in cement stone dust (from crusher) mortar 1:4 without reinforcement in foundation and plinth. {HSR 11.52)

Floating coat of 1.50 mm thick neat cement laid in one operation to the topping (HSR 14.3)

Conglomerate floor 40 mm thick cement concrete topping 1:2:4 (HSR 14.9)

12 mm thick cement plaster 1 : 3 (HSR 15.3)

12 mm thick cement plaster 1:5. (HSR 15.6)

Cement rendering on plaster 1 mm thick. (HSR 15.75)

Steel work, fixed independently without connecting plates, including cutting, hoisting and fixing in position in :- {HSR- 18.1 (a)} (a) R.S. Joist

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 respect 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)

Labour for laying, jointing, fixing and testing G.I./P.V.C./W.I. pipe lines and specials tees, bends, sockets elbows etc. inside building and testing etc. complete including cutting threading. {HSR 28.18(b)} INCLUDING COST OF SPECIALS (i) 15 mm internal diameter of pipe line

(ii) 20 mm internal diameter of pipe line

(iii) 25 mm internal diameter of pipe line

Labour for laying, jointing, fixing and testing G.I./P.V.C./W.I. pipe lines and specials tees, bends, sockets, elbows etc. in trenches in the ground, cutting, threading and testing etc., complete. {HSR 28.19} (g) 65mm i/d

(h) 80 mm internal diameter of pipeline

Extra for fixing and jointing union couplings in G.I and W.I pipe lines. {HSR 28.21} (a) 15 mm internal diameter

(b) 20 mm internal diameter

(c) 25 mm internal diameter

Cutting holes up to 23 cm through stone masonry or brick work in cement walls for pipes and making good including repointing, replastering and finishing according to existing finish where required. (HSR 28.24) (a) 11.43 cm thickness of walls

(b) 22.86 cm thickness of walls

Cutting holes up to 23 cm square for pipes in floor and roofs of cement concrete reinforced concrete or reinforced brick work and making good including repointing, replastering, replacing bitumen and colour or white washing where required. {HSR 28.26(b)} (b) 115 mm thickness of roof of floor

Fixing and jointing gun metal peet valves (heavy pattern) with hand wheels, on G.I pipelines laid in the ground or inside buildings including cartage from divisional stores or nearest railway station to site of works.{HSR28.29} (b) 20 mm internal diameter

(c) 25 mm internal diameter

Making connection with the existing G.I branch main up to 40 mm size including cutting and threading pipe etc., complete excluding cost of tee and long screw, but including cartage of material to site. (HSR 28.34)

Providing and fixing steel bar embedded plastic steps of size 263 mm x 165 mm of orange colour, conforming to specifications, in pump chambers, manholes etc., having minimum 3 mm thick polypropylene on 12 mm dia ribbed steel bars per IS : 1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, unloading, stacking, handling, re-handling etc., complete in all respects to the satisfaction of Engineer-in-Charge. (HSR 29.28)

Constructing brick masonry inspection chambers sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 percent lime mortar2:3 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/ 455 mm x 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 complete as per standard design. {HSR 29.84(b)} (b) size 450 mm x 450 mm in side ( with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg. With C.C. topping )

(c) size 600 mm x 900 mm inside ( with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg. With R.C.C. slab) (HSR 29.84(c)

Extra for over 0.30 metre depth of inspection chamber:- (29.85 (c ) (c ) 600 mm x 900 mm

Providing slat glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with is: 651 and their lowering, cutting, jointing and testing as desired in HSR item No. 29.38, 29.39, 29.40, including the cost of jointing materials as well as carriage, loading, unlloding stacking, handing, re-handling etc. complete in all respects to the satisfaction of Engineer-In Charge. (HSR 29.95) 150 mm internal dia

Providing and fixing in position best Indian make (to the approval of the Engineer-in-charge). Indian type Orissa or orya water closet suite for sinking into floor, with raised foot treads complete with 100 mm H.C.I ‘P’ trap with or without vent as required and all other necessary fittings as fully described in item no. 30.1 above (excluding cost of CI high level flushing cistern) (based on HSR 30.2) (a)580mm (i) WHITE

Providing and fixing in position best Indian make European type water closet suite with concealed ‘P’ of ‘S’ trap with or without vent (as approved by the Engineer-in-Charge) and all other necessary fittings as fully described in item No. 30.3 above. without cost of C.I. high level flushing cistren (based on HSR 30.6 (i)} (White)

Extra over item no. 30.3 to 30.6 for providing and fixing best Indian make plastic hygenic seat with lid complete instead of hollow black or white plastic seat and lid. {HSR 30.13 (i)} (i) White plastic seat ( Solid)

Extra for providing and fixing 32 mm dia. G.I/ C.P flush pipe complete with accessories instead of 32 mm dia. Galvanised telescopic flush pipe with clips ( as required by the Engineer-in-charge) {HSR 30.15(b)} (b) 32mm dia C.P brass flush pipe

Providing and fixing in position best Indian make a range of three urinals large flat back or angular lipped front 610 mm high in vitreous china-ware with one no. 10 lit capacity best Indian make C.I automatic flushing cistern with fittings and flush pipe etc. complete as fully described in item no. 30.25 above. (HSR 30.27) Range of three urinal (i) white

Extra for providing and fixing vitreous automatic flushing Cistern including fittings and brackets of C.I. flushing cistern complete {HSR 30.37(b)(i)}10 ltr. capacity cistern, (i) White

Extra for providing and fixing standard size C.P. brass flush pipe complete with fittings instead of G.I flush pipe complete {HSR 30.38 (iii) (iii) For a range of three urinals

Providing and fixing 25 mm thick marble partitions for different type of urinals. {HSR 30.40(a)} (a) Size 375 mm x 750 mm

Providing and fixing in position best Indian make Lavatory suites (with full anti splash rim in vitreous chinaware and all other necessary fittings as fully described in item No.30.41 above. White {HSR 30.42(ii)} ii.) Size 530mm x 430mm with one No. tap

Providing and fixing in position 32 mm dia G.I waste pipe embedded in wall or lead waste pipe (weighing 3.47 kg per meter and 2.8 mm thick) up to 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 diameter {HSR 30.50}

Providing and fixing in position best Indian make shower with 15 or 20 I/d out let. {HSR 30.66(c )} (c) C.P. brass with revolving joint

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 respects including cutting and making good the walls etc. {HSR 30.68(b)(ii)} (b) 20 MM DIA C.P. BRASS ADJUSTABLE (ii) 600mm long

Providing and fixing in position glass shelf fixed with rawl plug with CP brass screws, complete including cutting and making good the walls etc.{HSR 30.69(a)(ii)} (a) With C.P. brass brackets and guard rail (ii) 530mm x 125 mm

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 good the walls etc. {HSR 30.70(a)(ii)} (a) C.P. BRASS (ii) soap dish small

Providing and fixing in position best Indian make bevelled edge 5.5 mm thick mirror mounted on asbestos sheet ground fixed in position by means of 4 nos. chromium plated brass screws and washers over rubber washers and rawl plug embedded in the wall of 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.{HSR 30.71(a)(i)} (a) INDIAN MAKE (i) 600mmx450mm

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. {HSR 30.73(a)(ii)} (a) C.P. BRASS (ii) two way

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

(c) Bib cock

Providing and fixing in position C.P brass stop cock (as approved by the Engineer-in-charge) {HSR 30.76(a)(ii)} (a) 15 MM STOP COCK (ii) concealed stop cock with flange

Providing and fixing in position best Indian make C.P brass inlet connection 15mm with 375mm pipe and C.P brass nuts. {HSR 30.83}

Cutting chase in brick walls in cement or in floor for embedding G.I. or H.C.I. pipe lines and making good the same to its original condition {HSR 30.95(a) (a)size 75 mm X 75 mm

Providing and fixing in position automatic brass ball valves in tanks {HSR 30.110(b)(iii)} (b) WITH PLASTIC BALL (iii) 25 mm internal diameter

Providing and fixing in position best Indian make ( to the approval of the Engineer-in-charge) storage type automatic electric water heater, pressure/non – pressure type, thermostatically controlled, suitable for operation on 230 volts, 50 cycles single phase vertical wall mounting fitted with- drawable and adjustable type A.C. thermostate, thermostat knob to be readily, accessable through the opening of suitable cover for adjustment of temperature in the installed position of heater and the thermostat should be withdrawn without having to drain the water, electric heating element made out of copper tube (heating element should be easily removed and replaced in the installed position of heater) a neon indicator 1 amp. Inner container made out of coppertinned both from inside and outside outer container made out of mild steel sheet finished in gleaming white stove enamel paint insulated between the inner and outer with fibre glass wool with 1 metre length of suitable capacity 3 core flexible cord with plug and non return valve plastic/ lead connections or pressure release valve (where required). {HSR 30.117 (a) Complete including fixing and testing for a week ( as required by the Engineer- in- charge) VERTICAL WATER HEATER (a) 25 ltrs capacity

Providing and fixing HDPE WATER STORGE 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 & 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. {HSR 30.119) 2000 ltr,. capacity

Supply of G.I. pipe ‘B’ class ISI marked of ‘Ravindra’/ ‘Jindal’/ ‘Parkash ( Surya)’/BST make {NS) (a) 15 mm internal dia

(b) 20 mm internal dia

(c) 25 mm internal dia

Supply of G.I. Union couplings of Unik / Unco make {NS} (a) 15 mm internal dia

(b) 20 mm internal dia

(c) 25 mm internal dia

Supply of G.M. Peet valve (heavy type) of DRP/Leader/Bajaj make ISI marked. {NS} (b) 20 mm internal dia

(c) 25 mm internal dia

Supply of PVC pipe 6 kg/cm² pressure of ISI marked of Prince / Supreme/Finolex/Skipper make (as approved by the Engineer-in-Charge). (NS) a) 3” i/dia size (90 mm o/d)

(b ) 4” i/dia size (110 mm o/d)

Providing and fixing PVC floor trap of 3" (90 mm) i/dia outlet (Heavy duty) of Prince/Supreme/Finolex make, complete in all respect. (NS)

Providing and fixing PVC gully trap of 4" (100 mm) i/dia outlet (Heavy duty) with cover and frame of Prince/Supreme/Finolex make, complete in all respect. (NS)

Providing and fixing PVC specials of Prince / Supreme/Finolex/Skipper make (as approved by the Engineer-in-Charge). (NS) a) 80 mm i/dia size (i) Elbow

(ii)Tee

(iii) Cowl

(b) 100 mm i/dia size (i) Elbow

(ii)Tee

(iii) Cowl

Providing and fixing in position PVC flushing cistern 8.0 ltrs. capacity of Hindware/Cera/perryware make ISI marked, white, alongwith fittings complete in all respect. (NS) Note:- 1. Sanitary Items like Toilet Seats, Urinals, Wash-basins, etc. should be of Hindware make.

DNIT for EI (Electrical) work for construction of Farmer's Rest House in Cane Yard. S/E of MCBs/isolator 240/415 V in existing distribution board including making necessary connections :-31.17 (Make- L&T/Simens) (a) 6 to 32 amp. MCB SP

(b) 40 to 63 amp. MCB TPN (Make- L&T/Simens)

Supply and erection of Fittings and Accessories (xxvi) Supply and erection of hexagonal M.S box 1.60 mm thick having each side 8 cms 7.5 cms deep top covered with M.S lid by means of screws including 10 mm dia. 30 cm long mild steel rod made into suitable Suspension hook and erected in R.C.C slab for erection of fan, the bottom covered with 3 mm thick bakelite sheet with suitable holes, Painting etc. complete with all labour and material required to complete the job. (HSR 31.18)

PVC PIPE Supply and erection of PVC pipe of 6 kg. Pressure, laid 1 metre below ground level complete, including digging refilling of the trench with jointing etc:-31.21 (b) PVC pipe 80 mm dia. ( Ravindra/Prince)

EARTHING (HSR 31.22) (i) Earthing with G.I. earth pipe (B-class) 4.5 m (50 mm dia-05 feet length and 15 mm dia- 10 feet length ) long and with masonry enclosures on the top etc. as required (Make- Ravindera/Jindal/Parkas)

(ii) Extra for charcoal and salt for earthing electrode.

(xii)Pdg. and laying earth connections from earth electrode with SWG 08 no. copper conductor in 15 mm dia G.I Pipe B-class from earth electrode as required.

UNDERGROUND CABLES (HSR 31.25) S/E of underground cable 1 metre below ground level covered with sand and bricks including necessary connections, digging and refilling of trenches (xli) 4 x 25 sq mm pvc aluminium single core pvc armoured cable ( Make- havells,Paramount)

UNDERGROUND CABLES Supply and erection of underground cable loose in existing pipe or trenches complete with necessary connections.(HSR 31.26) (xli) 4 x 25 sq mm (armoured)

S/E of PVC unsheathed copper conductor cable single core 1100 volts grade in pipe of suitable size excluding cost and erection of pipe. (HSR 31.40) (a) Cable Size 1.5 sq mm (3/0.81) Make- Plaza/Polycab/R&R/Kundan( ISI)

(b) Cable Size 2.5 sq mm (7/1.35) Make- Plaza/Polycab/R&R/Kundan( ISI)

(c)Cable Size 4.0 sq mm (7/1.35) Make- Plaza/Polycab/R&R/Kundan( ISI)

S/E of double door sheet steel enclosure distribution board suitable for MCBs and ELCBs etc. Recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the engineer-in-charge of the work (HSR 31.41) (vi) 8-way, TP&N (Horizontal) (8+24) Make-Havells

S/E of PVC conduit pipe ISI marked (Medium) recessed in wall / ceiling etc. including cost of PVC bends, inspection box and all other material required to complete the job in all respect.31.44 (ii) 25 mm dia

S/E of copper lugs including crimping etc. up to the entire satisfaction of Engineer-in-charge of work.31.45 (i) 4sqmm to 6 sq mm

Pdg. & fixing modular type accessories of app. Make in existing box including fixing and making necessary connections complete in all respect.31.56 10 amp. 1 way switch Make- Havells/ L&T

10 amp. 2 way switch Make- Havells/ L&T

20 amp. Switch Make- Havells/ L&T

10 amp. Socket Make- Havells/ L&T

16 amp. Socket Make- Havells/ L&T

Fan Regulator Make- Havells/ L&T

Bell Push Make- Havells/ L&T

Call Bell Ding Dong

Blinking plate Make- Havells/ L&T

Pdg & fixing GI concealed sheet metal boxes with inner and outer face plate including concealing the box in wall and fixing in position with inner plate with all labour and material required for the job.31.57 2 Modules

3 Modules

6 Modules

8 Modules

12 Modules

S/E/T/C of multi-core telephone cable conductor size 0.51 mm bright annealed copper conductor PVC insulated and sealed in existing pipe/ channel and making necessary connection complete in all respect with all labour and material required to complete the job in all respect.31.78 2 Pair telephone wire

S/E of AC ceiling fan capacitor type complete with shackle, 300 mm down rod etc. with rating 5 star. 1200 mm sweep. (NS) Make- Usha/Orient/Crompton

S/E of AC ceiling fan capacitor type complete with shackle, 300 mm down rod etc. with rating 1400 mm sweep. (NS) Make- Usha/Orient/Crompton

SITC of Telephone Jack Switch including the cost of petty material required to complete the job upto entire satisfaction of Engineer-in-charge. (NS)

S/E of surface/wall mounted ≤20W integrated LED 4 feet fitting with Epoxy Powder coated white/Grey extruded aluminium channel housing for efficient heat dissipation. Total system lumen of 20 watt LED should be ≥ 2000 or above in cool day light (5700K to 6500K), Power factor >0.95, CRI >80, Average life >50000 hours. Complete with mounting Brackets & accessories as required with connections(Industrial) Make: Philips, Havells, Wipro, Bajaj. (NS)

Supply of propeller type AC ventilating fan (exhaust fan) with necessary earthing arrangements of fan with shutter complete in all respects Size 300mm(12”) sweep Make: Orient, Usha, Khaitan, Havells. (NS)

S/E of LED Street Light of system voltage < 45watt IP66 Multiple LED with Lens optics and pressure die-cast aluminium housing for effective thermal management. Total system lumen < 45watt LED should be 4950 or above in cool day light 5700K Lumen efficiency > 110lm/w. Power Factor >.95 with connections Make Philiphs , Havell's , Wipro,Bajaj , HPL (NS)

S/E of Wall Glass 70 Watt Light mounting on the ceiling complete with all connections. Code ENDURAWELLGLASSNEOP70WLED757PPCMake Philiphs , Havell's , Wipro,Bajaj , HPL (NS)