Construction of various sheds, stores and rooms etc. in the premises of DDUCE-OF at CCS HAU, Hisar. (including PH and EI works)

Amount

Civil work 1 to 68:- 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)

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 first storey upto 4 metres above plinth level (HSR 10.59)

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 including form work, placing and fixing in position, complete at the ground level or in first storey. (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 including form work, placing and fixing in position complete at the ground level or in first storey.(HSR 10.78+note)

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 for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns,(square or rectangular) battens and lintels etc., excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects.(HSR 10.86)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work circular or curved columns excluding steel reinforcement but including centring and shuttering , laid in position, complete in all respects (HSR 10.88 + Note) Ist storey

2nd storey (HSR 10.88 + Note)

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)}

Damp proof course 75 mm thick of cement concrete 1:2:4 using stone aggregate with 2 coats of bitumen 20/30 penetration at 1.65 kg per sqm laid hot and sanded. {HSR 10.113}

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in pavements, roads, taxi-tracks and runways, laid to required slope and camber, including consolidation, finishing and tamping complete. (HSR 10.132)

Providing and laying 80 mm thick interlocking paver blocks of all shapes and colours in design mix cement M-35 over a bed of 30 mm thick fine sand complete in all respects (HSR 10.159)

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 upto 4 metres above plinth level (HSR 11.7+note) Ist storey

2nd storey (HSR 10.77 + Note)

11.43 cm thick brick wall laid in cement sand mortar 1:4 without reinforcement , in foundation and plinth (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)

Providing 5.72 cm brick dalli facing with brick size 22.86 cm X 11.43 cm X 5.72 cm thick to be obtained after cutting of bricks laid in cement sand mortar 1:3 on RCC lintels, beams fascia etc. including centring and shuttering complete (HSR 11.98)

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)

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)} (a) for 100 mm dia pipe

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 (HSR 13.57)

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

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

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)

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

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 {HSR 14.89} Notes: i. Tile shall be premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT BELL, JOHNSONS, RAK & SIMPOLO. 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.

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 {HSR 14.90} Notes: i. Tile shall be premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA, SOMANI, ORIENT BELL, JOHNSONS, RAK & SIMPOLO. 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.

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, ORIENT BELL, JOHNSONS, RAK & SIMPOLO. 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 14.91)

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)} (b) size of ceramic glazed tiles 300 mm x 450 mm

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

15 mm thick cement plaster 1:5 on the rough side of single or half brick wall (HSR 15.11)

Striking joints in lime or cement on brick and tile walls {HSR 15.69(a)}

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

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)

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)

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

Preparation of plastered surfaces for oil bound distemper including sand papering the surface, applying one coat of linseed oil, and filling with approved quality filler, consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to the required finish complete (HSR16.52)

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)

Proving and fixing 35 mm thick glazed door and windows shutters of commercial hard wood such as hollock, champ, chikrassy and chaplash, etc. ( non-coniferous timber other than teak confirming to I.S. specifications No. 1003 kiln seasoned), with vertical styles and rails, as specified in the statement no.1 ( attached in the end of this chapter), with glass panes of 4 mm thickness , tongued and grooved including the cost of iron hinges , screws, chocks/cleats, stops , etc., complete fixed in position excluding the cost of tower bolt and handles but including the labour for fixing the same {HSR 17.30(a)+17.24(c)} (a) 35 mm thick ( 4 mm thick glass panes)

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

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

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 :- {HSR 17.93(a)(iii)} (iii) 35 mm thick

Steel work in hip and jack rafters, common rafters, purlins etc. with angle iron cleats and other connecting plates, welded including cost of cutting and welding rods. (HSR 18.6)

Structural ssteel work in girders on stanchions built up of one joist or channel section welded including cutting and fixing all gusset plates, bolts, nuts welding rods, etc. complete with flange plates, heads, sole plates, angle connections etc. with hoisting and erection in position. {HSR 18.8 (b)} (b) With one channel.

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)

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

Supplying and fixing rolling shutters, of approved make, M.S. Laths, interlocked together through their entire length, and jointed together, at the end, by end locks mounted on specially designed pipe shaft, with brackets, side guides, 27.5 cm long wire spring grade No. 2, and arrangement for inside and outside locking,with push and pull operation complete, including top cover 0.80 mm thick (payment is to be made for the exact size of opening where rolling shutter is to be fixed). (b) With 80 mm x 1.25 mm M.S. Laths. {HSR 18.18 (b)}

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 openable steel doors and windows, of standard steel sections, joints mitred and electrically flash welded including provision for arrangement of receiving handles, peg stay, catcher will also be welded with the frame and providing and fixing pressed steel projected hinges, iron lugs, glazing clips (excluding wooden shutters, glazing and fittings such as handles, peg stay and catcher etc.) and finished with one coat of ready mixed red lead non setting primer (HSR 18.24)

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

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)} (a.) door and window frame of size 89mmx 50mm with 40mm wide single rebate.

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

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

Providing and fixing G.I. interlocking fencing of size 3”x 3” made of 10 gauge wire fixed in angle iron frame by means of M.S. flat & bolts/ nuts (Items of M.S. flat, angle iron frame and bolts/ nuts shall be paid separately under HSR) including drilling holes in M.S. flats etc., complete in all respects as per architectural drawing and design.(NS)

Providing and fixing 0.60 mm thick high strength galvanized colour coated steel sheets having trapezoidal profiles of approved make (I.S.I. mark) in roofing, at all height, fixed in position with self drilling screws of approved shape & make, complete in all respects as per drawing & manufacture’s specifications and instruction of Engineer-in-Charge. (NS)

Providing and fixing IRC fabric of size 25 X 25 mm, made of 3.15 mm diameter wire, in steel frame with 3 mm thick MS flat iron cover moulding of 12.5 mm width fixed with machine screws, welded, complete in all respects as per architectural drawing & design., complete. (excluding cost of steel frame) (NS)

Providing and fixing 0.60 mm thick high strength galvanized colour coated steel sheets having trapezoidal profiles of approved make (I.S.I. mark) for making gutter, at all height, fixed in position with self drilling screws of approved shape & make, complete in all respects as per drawing & manufacture’s specifications and instruction of Engineer-in-Charge. (NS)

Providing and fixing at all height Dholpur sand stone cut jali of 40 mm to 50 mm thick stone of approved design, fixed in position, complete in all respect as per drawing & design. (NS)

Earth filling under floors with dune sand (tiba sand), brought from outside (any lead), in 15 cm layer including laying, dressing, watering ramming, consolidating, excavation, carriage, loading, unloading and compensation, etc., complete (NS)

Public Health work 69 to 173:- Earth work in excavation in foundations, trenches, of under ground 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 singnals, 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 open areas, where disposal of surplus earth is done alongwith the alignment including 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:- {HSR 6.8(a)} (a) without timbering and shoring up 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 conc. 1:2:4 with stone aggregate 20 mm nominal size for reinforced conc. 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. (HSR 10.82)

Extra over item Nos.10.79 to 10.94, if 1:1½:3 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 sand mortar 1:4 without reinforcement, in foundation and plinth (HSR 11.47)

Conglomerate floor 50mm thick cement concrete topping 1:2:4. (HSR 14.10)

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 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)

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) (i)} INCLUDING COST OF SPECIALS (i) 15 mm internal diameter of pipe line

(ii) 20 mm internal diameter of pipe line{HSR 28.18(b) (ii)}

(iii) 25 mm internal diameter of pipe line{HSR 28.18(b) (iii)}

(iv) 32 mm internal diameter of pipe line {HSR 28.18(b) (iv)}

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 (c)} (c) 25 mm i/d

(e) 40 mm i/d {HSR 28.19 (e)}

(h) 80 mm internal diameter of pipeline {HSR 28.19 (h)}

(i) 100 mm i/d {HSR 28.19 (i)}

Extra for fixing and jointing union couplings in G.I and W.I pipe lines. (HSR 28.21 (b)} (b) 20 mm internal diameter

(c) 25 mm internal diameter {HSR 28.21 (c)}

(d) 32 mm internal diameter {HSR 28.21 (d)}

(e) 40 mm internal diameter {HSR 28.21 (e)}

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) (a) 11.43 cm thickness wall

(b) 22.86 cm thickness wall (HSR 28.24 (b)

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. {HSR 28.29 (c)} (c) 25 mm internal diameter

(d) 32 mm internal diameter {HSR 28.29 (d)}

(e) 40 mm internal diameter {HSR 28.29 (e)}

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 DUCTILE IRON DOUBLE SEAL MANHOLE COVERS AND FRAMES OF 610 MM x 610 MM with locking arrangement on clear water tanks including cost of setting in Cement concrete 1:2:4 to correct alignment and levels including carriage, loading, unloading etc. complete in all respect to the satisfection of the Engineer-In-charge. (HSR 28.59)

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. (Amended item) (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 (c) (c) size 600 mm x 900 mm inside ( with 455 mm x 610 mm cover and frame single seal pattern 1 weighing 38 kg with C.C. topping)

Extra for over 0.30 meter depth of inspection chamber:- {HSR 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 (without cost of C.I. high level flushing cisterns) (based on 30.2(a)(i)} (a) 580 mm (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 cisterns) {based on HSR 30.6(i)} (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 large flat back or angular lipped front Urinal 610 mm high consisting of (i) Flat back lipped or angular urinal basin or vitreous chinaware, (to the approval of the Engineer-in-Charge) {HSR 30.25(i)}

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(i)} 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)} (b)10 ltr. capacity cistern (i) white

Extra for providing and fixing vitreous automatic flushing Cistern including fittings and brackets of C.I. flushing cistern complete {HSR 30.37(a) (i)} (a) 5 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(i)} (i) For single urinal

(iii)For a range of three urinals {HSR 30.38(iii)}

Providing and fixing in position best Indian make (ordinary) lavatory suites consisting of Lavatory in vitreous china ware size as given below (to the approval of the Engineer-in-charge) including china plug for tap hole where necessary, R.S or C.I brackets for building into wall including painting;32 mm C.P. brass waste with C.P brass chain and rubber plug;15 mm C.P brass screw down pillar tap with jamnuts or couplings best design ( as approved by the Engineer-in-charge) all fittings best Indian make and; to the approval of the Engineer-in-chargeall brass work chromium plated and complete in all respects including cutting and making good the walls and floors and painting of fittings etc. {HSR 30.41 (iv)} (iv) size 550 mm x400 mm with one no tap

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 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 (c)} (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}

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 floors etc. and making good to its original condition but excluding cost of lead jointing. {HSR 30.84 (b)} (b) 75 mm i/d

Providing lead caulked joints to H.C.I pipes and specials conforming to I.S.I specification of E.L.C manufacture or any other reputed firm including cost of lead yarn, fuel and tools etc. {HSR 30.87(b)} (b)75 mm i/d

Providing and fixing in position H.C.I specials for soil, waste, vent or anti-syphonage pipes to I.S.I marked including cutting and wastage etc/., and making good to its original condition but excluding cost of lead jointing. {HSR 30.91 (b)(xvii)} (b) For 75 Mm I/D Pipes (xvii) Cowl

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 HDPE WATER STORAGE TANKS of sintex, diplas 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) 500 Ltr. Capacity

1000 Ltr. Capacity (HSR 30.119)

Supply of CPVC pipes (Heavy duty) of Prince/Supreme/Finolex/Skipper/Astral make (as approved by the Engineer-In charge). (NS) (a) 20 mm i/dia

(b) 25 mm i/dia

(c) 32 mm i/dia

(d) 40 mm i/dia

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

(b) 110mm o/dia (4” i/dia) size

Supply of CPVC Union Couplings with brass internals of Prince/Supreme/Skipper make . (NS) (a) 32 mm dia

(b) 40 mm dia

Supply of CPVC ball valves with brass internals of Prince/Supreme/Skipper make . (NS) (a) 32 mm dia

(b) 40 mm dia

Providing and fixing in position PVC flushing cistern 8.0 ltrs. capacity of Hindware/Perryware/Cera make ISI marked, white, alongwith fittings complete in all respect. (NS)

Supply and fixing of PVC floor traps (Heavy duty) of 80mm i/dia outlet of Prince /Supreme/Skipper make, complete in all respect. (NS)

Supply of PVC specials of Prince / Supreme/Skipper make as per detail given below:- (NS) (a) 100 mm i/dia (i) Elbow

Providing and fixing CP brass jet along with flexible pipe 15mm i/d and patti etc. of best quality complete in all respects (excluding cost of CP brass concealed stop cock).(NS)

Providing and fixing looking glass 5.5 mm thick mounted on asbestos sheet ground fixed in position by means of 8 Nos. C.P brass screws and washers over rubber washers and rawl plug embeded in the wall or C.P. brass clamps with CP brass screws and wooden frame etc. as required by Engineer In-charge, complete in all respect of Saint Gobain/Modi/ATUL (NS) 2 x 8'-0" x 2'-6" size

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

(d) 40 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

(d) 40 mm internal dia

Supply of G.M. Peet valve (heavy type) of DRP/Leader make ISI marked. (NS) (a) 25 mm internal dia

(b) 40 mm internal dia

Supply and fixing of PVC gully traps (Heavy duty) of 100 mm dia size ( 4") with cover and frame of Prince/Supreme/skipper make complete in all respect. (NS)

Boring of well 6" dia size upto 150 feet deep (suitable for 5" dia PVC pipe) with suitable boring system, complete in all respect as per directions of the Engineer-in-Charge.(NS) (45.72 mtr x 3 bores)

Supply, loweing, fixing & jointing PVC blind Pipe 5" internal dia size of 6kg/cm2 pressure of Prince/ Supreme/Skipper make complete in all respect. (NS) (24.38 mtr x 3)

Supply, loweing, fixing & jointing PVC slotter perforated Pipe 5" internal dia size of 6kg/cm2 pressure of Prince/ Supreme/Skipper make complete in all respect. (NS) (21.33 mtr x 3)

Providing and fixing and jointing G.I Pipe 'B' class ISI mark 40 mm i/dia size of Ravidra/ Jindal / Parkash (Surya) make for delievery. (NS) (30.48 mtr x 3)

Providing and fixing 2.0 HP capacity submersible Motor/ Pump set single phase of KSB/Kirloskar/Cromption make, complete in all respect.(NS) (1 x 3)

Development of tubewell for atleast 12 hours (or till develop of cavity) for 6"dia bore with suitable engine/system complete to the satisfication of the Engineer Incharge. complete in all respect.(NS) (1 x 3)

Providing and fixing MS clamp (Heavy duty) of best quality complete in all respect. (a) For 40 mm dia size (NS) (1 x 3)

(b) For 5" i/dia size pipe (NS) (1 x 3)

Providing and fixing Panel Board suitable for 2.0HP capacity submersible pumping set consisting of all required items like ampere metre, volt metre, starter, main switch & wires for connections etc. of L&T / Havells, Make, complete in all respects. {NS} (1 x 3)

EARTHING (HSR 31.22) (i) Earthing with G.I. earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. as required {HSR 31.22 (i)} (1 x 3)

(v) Extra for charcoal or coke and salt for G.I plate or copper plate earth electrode. {HSR 31.22 (v)} (1 x 3)

(xii) Pdg. and laying earth connections from earth electrode with 4.00 mm dia G.I. wire in 15mm dia G.I. pipe from earth electrode as required. {HSR 31.22 (xii)} (4 x 3)

Supply and erection of Godrej almirah type M.S. pedestal made of 50 mm x 50 mm x 6 mm angle iron frame with 3.00 mm thick M.S. sheet covering including shutters with suitable hinges and locking arrangement with Godrej type handle including round bars. The top covering should have downward overhang of 75 mm on all sides of pedestal, having two sets of water proof ventilation holes of suitable size on the sides, at top and bottom, each set containing four Nos. holes to discharge the heat produced by the current. The shutters fixed with rubber gasket of superior quality and of suitable size to make it water proof. The pedestal duly painted both inside and outside with two costs of approved paint and primary coat and its legs are embeded upto the entire depth in 1:2:4 cement concrete block, projected 75 mm all around the pedestal and 200 mm above the ground level including the cost of all labour and material required to complete the job in all respect upto the entire satisfection of Engineer-In charge of work:-{HSR 31.33 (iii)} (iii) M.S. Pedestal of size 750 mm wide, 1200 mm high 300 mm deep and bottom totally open duly embeded in cement concrete block jof size 900 mm x 450 mm x 200 mm above ground level duly plastered with 12 mm thick 1:4 cement plaster, haivng a base of size 1050 mm x 600 mm x 250 mm below ground leve. (1 x 3)

Supply and jointing three core flat cables of Finolex, Polycab, Ecao & Bunton with bare bunched copper conductor insulated and sheathed with PVC for submersible pump motors with voltage grade 1100 volts marked with IS :694, 1990 including cost of jointing, materials as well as carriage, loading, unloading etc. complete in allrespect upto the entire satisfaction of Engineer-In charge. (HSR 31.59) CAPACITY OF MOTOR : 7.50 KW TO 11.00 KW Size of Cable 2.5 sqmm (copper) (67.03 mtr x 3)

Electrical work 174 to 252:- S/E of PVC copper insulated and sheathed 3 core circular flexible wire {HSR 31.9 (c)} (c) size 1.0 sqmm

Supplu and erection of blanking sheet in existing distribution board (HSR 31.16)

MINIATURE CIRCUIT BREAKER AND ISOLATOR: Supply and erection of miniature circuit breaker/isolator 240/415 V in the existing distribution board including making necessary connections {HSR 31.17 (a)(ii)} (a) Miniature Circuit Breakers of 9 K.A. breaking capacity (ii)6-32 amp. SP MCB

(ii) 32 amp. SPN MCB {HSR 31.17 (a)(ii)}

(ii) 32 amp. TPN MCB {HSR 31.17 (a)(ii)}

(ii) 63 amp. TPN MCB {HSR 31.17 (a)(ii)}

Supply & erection of fittings & accessories: {HSR 31.18(xxvi)} (xxvi) S/E of hexagonal M.S. box 1.60mm thick having each side 8 cms., 7.5cms deep, top covered with M.S.lid by means of screws including 10 mm dia 30cm long mild steel rod made into suitable suspension hook and erected in RCC slab.for erection of fan, the bottom covered with 3mm thick bakelite sheet with suitable holes, painting etc. complete with all labour and material required to complete the job.

PIPE LAYING: Supply and erection of pipe for wiring purposes including bends inspection boxes etc. where necessary and painting as required :-{HSR 31.21(xxx) (a)} (xxx) S/E of PVC pipe of 6 Kg. pressure, laid 1 metre below ground level complete including digging refilling of the trenchy with jointing etc. (a) PVC pipe 120 mm dia.

EARTHING {HSR 31.22 (i)} (i) Earthing with G.I. earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. as required

(ii) Extra for charcoal or coke and salt for pipe earth electrode. {HSR 31.22 (ii)}

(iii) Earthing with G.I. earth plate 600mm x 600mm x6mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) complete as required. {HSR 31.22 (iii)}

(xi) Pdg. & fixing 25mm x 5mm GI strip in 40mm dia GI pipe from earth electrode as required. {HSR 31.22 (xi)}

(xv)Pdg. and fixing 25 mm x 5 mm G.I strip on surface or in recess for connection etc. as required with all labour and material. {HSR 31.22 (xv)}

(v) Extra for charcoal or coke and salt for GI plate or copper plate earth electrode. {HSR 31.22 (v)}

UNDERGROUND CABLES {HSR 31.25(v)} S/E of underground cable 1 metre below ground level covered with sand and bricks including necessary connections, digging and refilling of trenches. (v) 2 x 16 sqmm(armoured)

(xl) 4 x 16 sqmm(armoured) {HSR 31.25(xl)}

(xli) 4 x 25 sqmm(armoured) {HSR 31.25(xli)}

(xliii) 4 x 50 sqmm(armoured) {HSR 31.25(xliii)}

(xxxi) 150 sqmm 3.5 core cable (armoured) {HSR 31.25(xxxi)}

UNDERGROUND CABLES Supply and erection of underground cable loose in existing pipe or trenches complete with necessary connections.{HSR 31.26(v)} (v) 2 x 16 sqmm(armoured)

(xl) 4 x 16 sqmm(armoured) {HSR 31.26 (xl)}

(xli) 4 x 25 sqmm(armoured) {HSR 31.26 (xli)}

(xliii) 4 x 50 sqmm(armoured) {HSR 31.26(xliii)}

(xxxi) 150 sqmm 3.5 core cable (armoured) {HSR 31.26 (xxxi)}

S/E of suitable compression type brass cable glands for underground cable {HSR 31.28(ii)} (ii) 10 sqmm to 16 sqmm cable 2 to 4 core

(iii) 25 sqmm to 50 sqmm cable 3 to 4 core. {HSR 31.28(iii)}

(v) 120 sqmm to 185 sqmm cable 3 to 3.5 core. {HSR 31.28(v)}

BUS BAR CHAMBER (a) copper S/E of metal clad bus bar chamber made from 1.6mm thick M.S. sheet fixed with rag bolts on wall or on existing pedestal/angle iron frame including bonding to earth, detachable top and bottom painting and necessary connections etc.(Copper bars duly tinned). {HSR 31.31(a)(vii)} (vii) 300 amp. 4 bars of 100 cm each (cross section 40mmx5mm), chamber over all size 1.1 cm x 55cm x 23 cm

Pedestal S/E of Godrej Almirah type M.S. pedestal made of 50mm x 50mm x 6mm angle iron frame with 3.00mm thick M.S. sheet covering including shutters with suitable hinges and lcoking arrangement with Godrej type handle including round bars. The top covering should have downward overhang of 75mm on all sides of pedestal, having two sets of water proof ventilation holes of suitable size on the sides, at top and bottom, each set containing four Nos. holes to discharge the heat produced by the current. The shutters fixed with rubber gasket of superior quality and of suitable size to make it water proof. The pedestal duly painted both inside and outside with two coats of approved paint and primary coat and it’s legs are embedded upto the entire depth in 1:2:4 cement concrete block, projected 75mm all around the pedestal and 200mm above the ground level including the cost of all labour and material required to complete the job in all respect upto the entire satisfaction of Engineer-in-charge of work: {HSR 31.33(vi)} (vi) M.S.Pedestal of size 1500mm wide, 1800mm high 450mm deep and bottom totally open, duly embedded in cement concrete block of size 1650mm x 600mm x 200mm above ground level duly plastered with 12mm thick 1:4 cement plaster, having a base of size 1800mm x 750mm x250mm below ground level.

Miscellaneous {HSR 31.35(i) (a)} (i) Supply of M.S. Pipe (B-Class) for suspension rod of ceiling fan including threading if required. (a) 15mm dia

(ix)Supply and erection of aluminium lugs heavy duty including crimping etc. upto the entire satisfaction of Engineer-in-charge of the work. {HSR 31.35(ix) (d)} (d) 16sqmm

(e) 25 sqmm {HSR 31.35(ix) (e)}

(g) 50 sqmm {HSR 31.35(ix) (g)}

(k) 150 sqmm {HSR 31.35(ix) (k)}

S/E of PVC unsheathed copper conductor cable single core 1100 volt grade in pipe of suitable size excluding cost and erection of pipe {HSR 31.40(i)} (i) Size 1.5 sqmm(3/0.81mm)

(ii) Size 2.5 sqmm(3/1.05mm) {HSR 31.40(ii)}

(iii) Size 4 sqmm(7/0.85mm) {HSR 31.40(iii)}

(iv) Cable size 6 sqmm(7/1.05mm) {HSR 31.40(iv)}

(v) Cable size 10 sqmm(7/1.35mm) {HSR 31.40(v)}

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 upto the entire satisfaction of the engineer-in-charge of the work {HSR 31.41(ii)} (ii) 8 way SPN HORIZONTAL

(v) 4-wat TPN (Horizontal) (8+12) {HSR 31.41(v)}

(vi) 8-way, TP&N (Horizontal) (8+24) {HSR 31.41(ii)}

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 up to the entire satisfaction of Engineer-in-Charge of work (HSR 31.44 (b)} (b) 25mm dia

S/E of 50mm dia 1.5 mtr long GI bracket (B-class) making an angle 10 to 15 degree with horizontal plane for mounting street light.(HSR 31.53)

Pdg. and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. (HSR 31.56) 10 amp. 1 way switch

20 amp.switch (HSR 31.56)

10 amp. Socket (HSR 31.56)

16 amp. Socket (HSR 31.56)

Fan regulator (HSR 31.56)

Blinkng plate (HSR 31.56)

Pdg. and 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 and face plate with all labour and material required for the job complete in all respects. (HSR 31.57) 1 & 2 Modules

4 Modules (HSR 31.57)

6 Modules (HSR 31.57)

8 Modules (HSR 31.57)

12 Modules (HSR 31.57)

Supply, installation testing and commissioning of wall/free standing floor mounting dust & vermin proof compartmentalized cubical panel made out of 2mm thick CRCA sheet, required hardware 3mm thick Bakelite sheet provided all along the bus bar and cable alley separating switches compartment and supporting suitable channel duly painted by 2 coat of Zinc/Red oxide primer followed by 2 coats of powder coating in grey or required shade after rinsing. The panel having PU/Neoprene rubber gasket of not less than 3mm thickness separate detachable gland plate MS base channel hinged door with inter locking arrangement for equipment/switch wear. Transparent acrylic sheet shall be provided in front of bus bar compartment to prevent direct access to bus bar Bakelite sheet 3mm thick for separately cable alley to BBC from switch chamber extended solid copper bars upto cable alleys shall provided for outgoing connection which shall be paid as extra items. Side walls and cable alley compartments shall be having bolted type doors with detachable extension type structure. The panel will be complete with control wiring (copper) and fuse protection (Only outer area on all sides shall be measured) (HSR 31.63)

Supplying and fixing of copper bus bar duly tinned by means of SMC/DMC type insulator high tensile nuts and bolts spring washers fixing to same in existing panel including bending, cutting in required shape and size and insulation with colour coding heat shrinkable PVC insulation complete in all respect. (HSR 31.64)

S/E of Double Walled corrugated DWC HDPE Pipe laid 1 mtr Below Ground Level i/c digging refilling of earth i/c the cost of labour and material required to complete the job in all respect upto entire satisfaction of EIC HDPE Pipe 63/50mm OD/ID (HSR 31.67)

Octagonal Pole S/E of Hot Dip Galvanised octagonal pole of 3mm thickness with base plate i/c cost of nut and bolts and all acc. As supplied by manufacturer i/c cost of foundation accessories. The foundation Bolts as per manufacturer design shuld be hot dipped galvanised pole complete with door locking arrangement. Terminal plate consisting of 2 Nos 100A 4 pole neutral links i/c connection etc. with connecting arrangement for 2 Nos. MCB Kit Kat ic cost of RCC 1.53 for foundation size 0.7*0.7*1.8M with min. 8 nos. 12mm dia longitudinal MS reinforcement rods with rings of 8mm dia not more than 200mm CC for fixing the pole i/c the cost of labour and material required to complete the job in all respect upto entire satisfaction of EIC. {HSR 31.68 (i)} (i) 7mtr Long Pole with top dia 70mm and bottom dia 130mm with base plate of size 220*220*12mm

Suppluy and erection of module case circuit breaker single pole/4 pole on wall on existing prdestal including boundaing to earth and making necessary connection required to complete the job in all respect up to the entire satisfaction oof the Engineer-in-charge of work {HSR 31.69 (iv)} (iv) 4 pole MCCB 6amp. to 63 amp

(v) 4 pole MCCB 100 amp {HSR 31.69 (v)}

(vi) 4 pole MCCB 300 amp to 400amp {HSR 31.69 (vi)}

S/E/T/C of multicore telephone conductor 0.5 mm complete in all respect. {HSR 31.78(i)} i ) 2 Pair Telephone

S/E/T/C of cat-6 cable in existing PVc conduit /PVc channel complete in all respect with all labour and material required to complete the job in all respect. (HSR 31.80)

S/E of AC ceiling fan capacitor type complete with shackle, 300mm down rod and regulator etc. {NS} i) 1400mm sweep. Make: Usha, Orient, Crompton.

S/I/T/C of push ON/OFF type 25 A modular type motor starter switch (white color) for AC's including the cost of petty material required to compete the job upto entire satisfaction of Engineer-in-charge. (NS) Make;- Schneider/Crabtree/Athena

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, orient, Havells. (NS)

S/E of LED Street Light of system voltage < 70/72watt IP66 Multiple LED with Lens optics and pressure die-cast aluminium housing for effective thermal management. Total system lumen < 72watt LED should be 7700 or above in cool day light 5700K Lumen efficency > 110lm/w. Power Factor >.95 with connections street light / PCC Poles with Bracket i/c 3 year defect liability period and free replacement in case of non functioning of the light fixture. (NS) Make Philiphs , Havell's , Wipro,Bajaj , HPL

Supply, erection of 0.51 mm jelly filled armored telephone cable laid one mtr. below ground level including the cost of digging, bricks, rawl & laying charges, complete in all respect with the entire satisfaction of Engineer-in-charge. (NS) 50 Pair Make:- DELTON/ FINOLEX/ HAVELLES

20 Pair (NS)

Supply, erection of 0.51 mm jelly filled armored telephone cable loose in existing pipe/tranches including testing & commissing charges, complete in all respect with the entire satisfaction of Engineer-in-charge. (NS) 50 Pair Make:- DELTON/ FINOLEX/ HAVELLES

20 Pair (NS)

Supply, erection, laying and testing of D.P. including the cost of krones, base plate, 40mm dia G.I. pipe for incoming and outgoing cable and main box having locking arrangement. (NS) (i) 50 pair DP Make:- DELTON/ FINOLEX/ HAVELLES

20 Pair (NS)

S/E of Single Arm bracket 1.5mtr Long 40mm dia G.I bracket with suitable seelve as per pole top dia galvanised with all petty material required to complete the job for satisfaction of Enginneer in charge. (NS)

S/E of Double Arm bracket 1.5mtr Long 40mm dia G.I bracket with suitable seelve as per pole top dia galvanised with all petty material required to complete the job for satisfaction of Enginneer in charge. (NS)

S/E of Automatic ON/OFF of street light controller with digital astronomical trimer 24 hours contractors indicators A/M switch etc complete in all respect with all petty material required to complete the job of satisfaction of EIC. (NS)

Devendra K Sharma and Associates