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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.6 LAccepted-AOC Y 49 Y BLOCK HAUZ KHAS SOUTH WEST DELHI NEW DELHI DELHI 110016 | SOUTH DELHI | DELHI | 110016 | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹68.6 L+₹6.0 L (9.66%)Rejected-Finance | L2 | Rejected-Finance Higher rates | |
| 3 | L3₹72.2 L+₹9.6 L (15.4%)Rejected-Finance | L3 | Rejected-Finance Higher rates |
Tender Value
₹58 L
EMD Value
₹1.2 L
Closing Date
24 Apr 2021, 5:00 pmClosed
Executive Engineer
Estate Office, CCS HAU, Hisar
Construction of training hall, stores and dry platform etc., for strengthening of infrastructure facility for processing, packaging and storage of Quality Vegetable Seeds in field area for the Department of Vegetable Science at CCSHAU, Hisar
2021_HRY_168057_1
3228
Open Tender
Civil Works
Works
270 days
CCS HAU
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,000
₹1.2 L
Yes
2 Jun 2021
8 Apr 2021
26 Apr 2021
8 Apr 2021
24 Apr 2021
8 Apr 2021
Amount
Civil work 1 to 104:- Earth work excavation in ordinary soil exclusive of compensation of earth- {HSR 6.2 (b)} (b) Earth-work undressed with a combined lead upto 15 metres including breaking of clods
Dressing of earthwork :- (i) New work or remodelling work {HSR 6.3(i)}
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)
(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 metres {HSR 6.13 (a)}
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m. {HSR 6.25(a)} (a) soft/loose soil
Extra for smooth exposed concrete finish as desired which is not to be touched or plastered but is to be left as it comes out of the shuttering for sides and soffits of beams hunchings, girders, bressumers and lintels. {HSR 9.7(45% of labour rate)}
Extra for smooth exposed concrete finish as desired which is not to be touched or plastered but is to be left as it comes out of the shuttering for columns (square or rectangular or polygonal in plan) {HSR 9.9(45% of labour rate)}
Extra for smooth exposed concrete finish as desired which is not to be touched or plastered but is to be left as it comes out of the shuttering for corbel, parapets, fascias and other similar items.(45% labour rate of item No. 9.11)
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)
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 1:2:4 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 including form work , placing and fixing in position, complete at the ground level or in first storey (HSR 10.77)
Pre-cast cement concrete 1:2:4 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)
Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in shelves excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respects (HSR 10.81)
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 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)
(a) 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 40 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 10.114)
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)
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 plinth level (HSR 11.7+ Note) Ist storey
2nd storey
(a) 11.43 cm thick brick wall laid in cement sand mortar 1:4 in superstructure {HSR 11.48(a)}
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)
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)
11.43 cm thick brick wall laid in cement stone dust (from crusher) mortar 1:4 in superstructure (HSR 11.53)
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 )
Providing and fixing false ceiling with 12 mm thick Gypsum Board fixed on M.S. steel runners frame including cost of screws angles, cleats, rawel plugs with taping, filling with Gypsum compound and applying priming coat etc. complete in all respects (HSR 13.91)
Providing and fixing mineral fibre false ceilings tiles at all hieghts of size 595 x 595 mm of approved texture, design and pattern, the tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 85%, Thermal Conductivity K = 0.052 (-) 0.057 w/m k, Fire Performance as per (BS 476 pt - 6 & 7) in true horizontal level suspended on interlocking T-Grid of hot dipped all round gavanized iron section of 0.33 mm thick (galvanized @ 120 gsm) comprising of main T runners of 15 x 35 mm of length 3000 mm, cross T of size 600 x 600 mm suspended from celing using galvazied mild steel item (galvanizedd @ 80 gsm) 50 mm long 8 mm outerdiameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85 x 25 x 2 mm, spaced at 1200 mm centre of centre along main 'T'. The suystem should rest on periphery walls/partitions with the heop of GI perimeter wall angle of wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all hieghts, The work shall be carried out as per specifications, drawings and as per directions of the Engineer-in-charge. with or without groves (HSR 13.92)
Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling (HSR 14.1)
Conglomerate floor 50 mm thick in 2 coats, under layer 40 mm thick of cement concrete 1:2:4 and top layer 10 mm thick 1:1.5 cement grit ( 1 Part of cement : 1.5 part of stone grit).(based on HSR 14.10)
18 mm thick grey polished skirting or dado consisting of bottom layer of 15 mm thick cement sand plaster 1:3 and finished with 3 mm thick topping of neat cement rubbed and polished including rounding off junction with floors (HSR 14.18)
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) size of ceramic glazed tiles 300 mm x 450 mm
Providing edge moulding to 17-20 mm thick granite stone counters, vanities etc. including machine polished to edge to give high finish etc. complete as per design apprvoed by Engineer-In-Charge (Moulding) {HSR 14.98 (i)} (i) Single moulding
12 mm thick cement plaster 1:6 on walls (HSR 15.7)
15 mm thick cement plaster 1:6 on the rough side of single or half brick wall (HSR 15.12 + Note) Ist storey
2nd Storey
10 mm thick cement plaster 1:4 on underside of ceiling (HSR 15.52)
Cement pointing 1:2 deep variety on brick and tile work (HSR 15.60+ Note) Ist storey
2nd storey
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)
20 mm thick cement plaster damp proof course 1:3 with 2 coats of bitumen at 1.65 kg per sqm laid hot and sanded :- (HSR 15.77 (a) Vertical
20 mm thick cement plaster damp proof course 1:3 with 2 coats of bitumen at 1.65 kg per sqm laid hot and sanded :-{HSR 15.77 (b)} (b) Horizental
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)
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 two coats of exterior acrylic emulsion paint . {HSR 16.79 (b)} (b) 1st quality
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)
Commercial hard wood such as hollock, champ, chikrassy and chaplash ,etc.,(non coniferous timber other than teak conforming to I.S. specification No. 1003 kiln seasoned), (HSR 17.30 (a) + Note) a) 35 mm thick (12 mm thick BWR Grade-II ply wood panel) Note: Nothing shall be paid extra for additional vertical style (any size) if required by the Architect or by the Engineer-in-Charge)
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)} (b) 35 mm thick ( 4 mm thick glass panes)
Wire gauze commercial hard wood such as hollock , champ, chikrassy , etc., ( Non –coniferous timber other than teak conforming to I.S. specification no. 1003 kiln seasoned) door and window shutters without springs housed in chowkats including chocks, iron hinges and screws, etc., complete fixed in position ( excluding the cost of tower bolt and handles but including the labour for fixing the same)- {HSR 17.31 (i)} (i)30 mm thick Note: Nothing shall be paid extra for additional vertical style (any size) if required by the Architect or by the Engineer-in-Charge)
Providing and fixing commercial type block board, plain lining, but jointed, including wooden plugs (teak) placed at 45 cm to 60 cm centres, complete with necessary nails (frame work shall be payable extra)- (HSR 17.49) (a) 25 mm thick
Providing and fixing 150 mm hasps and staples with necessary screws, etc., complete- (HSR 17.78(b) (b) aluminium
Supplying and fixing hydraulic door closer, I.S.I. mark, with necessary screws , etc., complete- {HSR 17.82 (c )} (c) I.S.I. designation No. III ( size of door 851 mm to 1000 mm)
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)- (HSR 17.93(a)} (a) commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges :- (i) 25 mm thick
(iii) 35mm thick
Providing and fixing Aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS;733 and IS; 1285 fixed with raw plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required neoprene felt etc. aluminium sections shall be smooth rust free straight mitered and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling C.P. brass/ stainless steel screws, all complete. (HSR 17.95) Fixed portion (Anodized Aluminium transparent or dyed to required shade according to IS;1868, minimum anodic coating of grade AC 15)
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS; 733 and IS;1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required neoprene felt etc. Aluminium sections shall be smooth, rust free straight mitered and jointed mechanically wherever required including clear angle, Aluminium snap beading for glazing/ paneling C.P. brass/ stainless steel screws, etc. complete. (HSR 17.96) Shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including of cost of PVC/ neoprene gasket required including Aluminium fitting.
Providing and fixing 12 mm thick pre laminated particle board flat pressed three layer or graded wood particle board conforming to IS;12823 grade I type II in paneling fixed in aluminium doors. Windows shutters and partition frames with CP brass/ stainless steel screws etc. complete. (HSR 17.97(b)} (b) Pre-laminated particle board with decorative lamination on both sides.
Providing and fixing glazing in aluminium door, windows, ventilator shutter and partitions etc. with PVC/ neoprene gasket etc. complete (cost of aluminium snap beading shall be paid in basic items). {HSR 17.98(b)} (b) With float glass panes of 5.00 mm thickness.
Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS; 6315 marked for doors including cost of cutting floors as required embedding in floors and cover plats with brass pivot and single piece M.S. sheet outer box. (HSR 17.99} (a) With Stainless Steel cover plate.
Providing fixing aluminium round shape handle of outer dia 100 mm with screws etc. complete. {HSR 17.102(i)} (i) Anodized (AC-15) Aluminium.
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 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)
Fixing steel windows in walls with lugs, embedded in 15 cm x 11.43 cm X 7.5 cm cement concrete blocks, of 1:3:6 mix, excluding fixing of glass panes but including cost of cement concrete for lugs (HSR 18.29)
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.
(c) door and window frame of size 127mmx 50mm with 40mm wide double rebate..
M.S. angle iron nozing of specified section including cutting to size, welding of M.S bars for embending in flooring and steps etc. fixed in position. (HSR 18.39)
Providing and fixing 15 mm to 18 mm thick Z-Black granite stone (polished) on worktop 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 including rubbing and polishing, complete. (NS)
Providing and fixing 15 mm to 18 mm thick Sardar Ali granite stone (polished) in flooring including matching grains 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 including rubbing and polishing, complete. (NS)
Providing and fixing 15 mm to 18 mm thick Sardar Ali granite stone (polished) in skirting/dado including matching grains 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 including rubbing and polishing, complete. (NS)
Providing and fixing C.I. grating over 100 mm dia rain water pipe, fixed in position, complete in all respects. (NS)
Earth filling under floors with dune sand (tibba 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)
Providing, diluting and injecting chemical emulsion for pre-constructional anti-termite treatment and creating a continous chemical barrier under and all round the column pits, wall trenches, basement excavation, top surface of plinth filling junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits etc., complete as per PWD specifications (plinth area of the building at ground floor only shall be measured of payment (NS) (the material i.e. Chlorphriphos Emulsifiable concentrate 20% with 1% conentration shall be arranged by the contractor)
Providing and fixing marble strips of size 14 mm to 17 mm and 125 mm wide in cement concrete pavement fixed in position, complete in all respects as per drawing and design or as directed by Engineer-in-Charge. (NS)
Providing and fixing 25 mm dia stainless steel curtain rods weighing 0.560 kg/meter with brackets & side covers (balls) of vista make, clamps, plastic gutties/rawl plugs etc., complete in all respects. (NS)
Providing and fixing 3’’ long aluminium handles with necessary screws etc. for aluminum shutter under worktop, ccomplete in all respect as directed by Engineer-in-charge. (NS)
Providing and fixing 4’’ long aluminium T-bolt with necessary screws etc. for aluminum shutter under worktop, complete in all respect as directed by Engineer-in-charge. (NS)
Providing and fixing 3’’ long hasps and staples of aluminium with necessary screws etc. for aluminium shutter under worktop, complete in all respect as directed by Engineer-in-charge. (NS)
Providing and fixing 6mm thick HPL Sheet Strips of 4’’ width (Make:-Green, Century, Alstone or Sunderk of approved colour) for worktop face including adhesive etc., complete in all respect as directed by Engineer-in-charge. (NS)
Manufacturing and supplying conference table of elliptical shape having 2'-0" width and 2'-6" height consisting of following:-(N.S.) (a) FRAME WORK:- Consisting of 25 mm x 25 mm M.S. tube (12 gauge) as per architectural drawing. (b) TOP PORTION (2’-0” WIDE):- Consisting of 25 mm thick commercial type block board (ISI mark) of approved make finished with 1 mm thick plastic laminated sheet (ISI mark) of approved make, shade and colour. (c) PANELLING/VERTICAL PORTION (for inner surface):- 1’-11½” high wooden paneling consisting of 0’-4" wide and 0’- ¾" thick strips of teak wood having3/8" wide groove over 6 mm thick commercial plywood fixed on teak wood battens of size 25 mm x 25 mm & steel frame and 4 mm thick commercial plywood on back side to cover frame. (d) MS angle iron of size 25 mm x 25 mm x 5 mm welded with MS tube legs to fix the wooden strips (one at top and one at bottom). (e) Bidding:- Teak wood beading of size 0'-¾" 0'-1" at upper edge and 0'-2½" x 0'-1 1/4" (5/4") at bottom of top surface of required shape on both edges of table (outer and inner edges). Including cutting, welding, primer and painting on MS tube frame work , spirit polishing, nails, screws, nuts & bolts, fevicol, brass adjustor etc., complete in all respects as per drawing and design. (NS)
Providing and fixing wall paneling (on wall) consisting of following:- (NS) Frame work:- Consisting of factory manufactured G.I. channel of size 43 mm x 15 cm x 0.8 mm fixed horizontally @ 2’-0” C/C with rawl plugs/ screws on wall. (a) 9 mm thick commercial plywood (ISI mark) of approved make fixed on G.I. channel frame. (b) Top portion:- Consisting of 0’-6” wide strips of 1 mm thick plastic laminated sheet (ISI mark) of approved make, shade and colour with 1/8’ groove fixed on plywood. (c) Beading:- Beading of size 0’-2¼” x 0’-1¾” of commercial hard wood such as hollock, champs, chikrasy and chaplash at top. Including cost of sprit polishing, rawl plugs, nails, screws etc., complete in all respects as per architectural drawing and design. (NS)
Public health work 105 to 187:- 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 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)
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
(iii) 25 mm internal diameter of pipe line
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
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
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 (a)} (a) 15 mm internal diameter
(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 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 (b) & (c)} (b) size 450 mm x 600 mm inside ( with 455 mm x 610 mm cover and frame single seal pattern 1 weighing 38 kg with C.C. topping)
(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 450 mm high consisting of (i) Flat back lipped or angular urinal basin or vitreous chinaware, (to the approval of the Engineer-in-Charge) {HSR 30.19(i)}
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
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 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 (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}
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) 2000 Ltr. Capacity
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)}
(v) Extra for charcoal or coke and salt for G.I plate or copper plate earth electrode. {HSR 31.22 (v)}
(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)}
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)
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
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
(ii) Cowl
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)
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) 20 mm internal dia
(b) 25 mm internal dia
Supply of G.M. Peet valve (heavy type) of DRP/Leader make ISI marked. (NS) (a) 15 mm internal dia
(b) 20 mm internal dia
(b) 25 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)
Providing and fixing G.I. reducer of 40 mm x 25 mm i/dia size of Unik/Unco make, complete in all resepect. (NS)
Boring of tubewell 6" dia upto 100 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)
Supply, lowering, fixing & jointing PVC blind Pipe 5" internal dia size of 6kg/cm2 pressure (in the bore hole) of Prince/ Supreme/Skipper make complete in all respect. (NS)
Supply, lowering, fixing & jointing PVC slotted/perforated Pipe 5" internal dia size of 6kg/cm2 pressure (in the bore hole) with PVC filter Jali (to be wrapped over perforated pipe) of Prince/ Supreme/Skipper make complete in all respect. (NS)
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)
Providing and fixing 2.0 HP capacity submersible pumping set single phase of KSB/Kirloskar/Cromption make, complete in all respect.(NS)
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)
Providing and fixing MS clamp (Heavy duty) of best quality complete in all respect. (a) For 40 mm dia size (NS)
(b) For 5" i/dia size pipe (NS)
Providing and fixing electric panel suitable for 2.0HP capacity submersible pumping set consisting of all required items/accessories like ampere metre, volt metre, starter, main switch & wires for connections etc. of L&T / Havells, Make, complete in all respects. {NS}
Electrical work 188 to 247:- Miniature Circuit Breaker and Isolator S/E of miniature circuit breaker/isolator 240/415 V in the existing distribuiton board including making necessary connections:- (HSR 31.17) (ii) SP MCB 6 amp. To 32 amp.
(iii) TPN MCB 40 to 63 Amp.
S/E of fittings Accessories (xxvi) S/E 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 mm long mild steel rod made into suitable suspension hook and erected in R.C.C. slab for ecrection 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.
Pipe Laying S/E of pipe for wiring purpose including bends inspection boxes etc. where necessary and painting as required:- (HSR 31.21) (xv) Heavy gauge welded conduit pipe 20 mm dia 1.60 mm thickness on surface.
(xvi) Heavy gauge welded conduit pipe 25 mm dia 1.60 mm thickness on surface.
(xvi) Heavy gauge welded conduit pipe 20 mm dia 2.00 mm thickness
(xxii) Heavy gauge welded conduit pipe 25 mm dia 2.00 mm thickness
(xxvii) Galvanised iron flexible pipe complete with sokcet nipple and checkneutes etc. at and both ends ( Length upto 1 metre) (c)size 25 mm dia
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.
(ii) Extra for using salt and char coal/coke for pipe earth electrode as required.
(iii) Earthing with G.I. earth plate 600mm x600 mmx 6 mm thick including accessories and provinding masonry enclosures with cover plate having locking arrrangement and watering pipe etc. ( but without charcoal or coke and salt ) complete as required.
(v) Extra for charcoal or coke and salt for G.I. plate earth electrode.
(xi) Pdg and fixing 25 mm x 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode as required.
(xii) Pdg and laying earth connections from earth electrode with 4.00 mm dia G.I wire in 15 mm dia G.I. pipe from earth electrode as required.
(xv) Pdg and fixing 25 mm x 5 mm copper strip on surface or in recess for conneciton etc. as required with all labour and material.
(xvi) Pdg and fixing 4.00 mm dia G.I. wire on surface or in recess for loop earthing as required.
Under Ground Cables. (HSR 31.25) S/E of under gground cable 1 metre below ground level covered with sand and bricks including necessary connections digging and refilling of trenches:- (xliii) 50 sq mm 4 Core cable
Supply & erection of under ground cable lose in existing pipe or trenches complete with necessary connecitons:- (HSR 31.26) (xliii) 50 sq mm 4 Core cable
Supply and erection of suitable compression type brass cable glands for underground cable. (HSR 31.28) (iii) 25 sqmm to 50 sqmm cable 2 to 4 core
Street Light (HSR 31.30) (xv) ( III) Supply and erection of 32 mm dia meter 1.5 m long bracket ( B-Class) making an angle of 10° to 15° with horizontal plane for mounting street light fitting fixing of G.I. bracket on wall with 2 Nos. 32 mm x 3 mm thick M.S. clamps including cost of cutting, welding of G.I. pipe complete with cement sand mixture, bolts an nuts etc. including necessary connections.
Miscellaneous (HSR 31.35) (i) Supply of M.S. pipe ( B-Class) for suspension rod of ceiling fan including theading if required. (a) 15 mm dia
(ix) S/E of aluminium lugs heavy duty including cripming etc. upto the entire satisfaction of the Enginner- in charge of the work. (a) 1.5 sqmm to 2.5 sqmm
(b) 4 sqmm to 6 sqmm
(g) 50 sqmm
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) (i) Cable size 1.5 sqmm (3/0.81 mm)
(ii) Cable size 2.5 sqmm (7/0.85 mm)
Providing and fixing modular type accessoriesm 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
10 amp. socket
16 amp. socket
Fan Regulator
Blinking plate
Providing and fixing GI concealed sheet metal boxes with inner and outer face plate incluidng 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) 2 Modules
3 Modules
12 Modules
Supply installation testingan commissioning of wall free standing floor mounting dust & vermin proof compartmentalized cubical panel made out of 2 mm thick CRCA sheet required hardware 3 mm thick bakelite sheet providing 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 cating in grey or required shade after rinsing. the panle having PU/Neoprene rubber gasket of not less than 3 mm thickness separate detachable gland plate MS base channel hinged door with inter locking arrangement for equipment/ switch wear.Transparent arcylic sheet shall be provided in front of bus bar compartment to prevent direct access to bus bar bakelite sheet 3 mm thick for separately cable alley to BBC from switch chamber Extended solid copper bars up to cable alleys shall be provided for outgoing connection which shall be paid as extra tiems side walls and cable alley compartments shall be haiving bolted type doors with detachable extension type strcture. the panel will be complete with control wiring ( copper) and fuse protection ( only outer area on all sides shall be measured ) (HSR 31.63)
Supply and fixing of copper bus bar duly tinned by means of SMC/DMC type insulator high tensile nuts and bolts spring washers fixing go same in existing panel including bending, cutting in required shape and size and insulation with colour coding heat srinkable PVC insulation complete in all respect. (HSR 31.64)
Supply and erection of module case circuit breaker single pole/4 pole on wall on existing pedestal including bounding to earth and making necssary connection required to complete the job in all respect upto the entire satisfaction of Engineer incharge of the work. (HSR 31.69) (iv) 4 pole MCCB 6 to 63 amp.
(v) 4 pole MCCB 100 amp.
S/E of heavy duty 4 pole on load change over load breaker switch comprising of switch 63 to 400 amp. Suitable for operation on 4.15 V 50 Hz AC supply complete with handle assembly having door interlock & padlocking arrangement on existing panel 7 including making necessary connection with petty material required to complete the job. (HSR 31.74) (ii) 100 amp. 4 pole ON load changeover switch
S.I.T.C.of surface/wall mounted LED ≤ 20 watt 4 feet long fitting with Epoxy powder coated white/Gray extruded aluminium channel housing for efficient heat dissipation. Total system lumen of 20 watt LED should be ≥ 2000 or above in cool day light ( 5700 K to 6500 K) powder factor ≥ 0.95 CRI ≥ 80, Average life ≥ 50000 connection Make Philips, Havells, Wipro, Bajaj, HPL ( NS )
S/E of AC ceiling fan capacitor type complete with shackle 5 star rating, 300mm down rod etc. (NS) i) 1200mm sweep. Make: Usha, Orient, Crompton
S/E of propeller type AC ventilating fan (exhaust fan) with necessary earthing arrangements of fan with shutter complete in all respects Size 380mm(15”) sweep (Heavy Duty) 900 RPM Make: Orient, Usha, Crompton,Havells. (NS)
S/E of LED street light of system voltage ≤ 70/72 W IP 66 Multiple LED with lens optics and pressure die-cast aluminium housing for effective thermal management. Total system lumen of ≤ 70 watt LED should be 7800 or above in cool day light (5700K), Lumen efficacy > 110 lm/W, Power factor ≥ 0.95, CRI ≥70, Average life ≥50000 hours, complete with all acessories as required with connections free replacement in case of non functioning of the light fixture. Make Havells , Bajaj , Philiphs. (NS)
S.I.T.C of push ON/OFF type 25 A Modular type motor starter swithch ( white color) fr AC'S including the cost of petty meterial required to complete the job upto entire satisfaction of Engineer-in Charge. (NS)
S/E of recessed type 42 watt full window glare free opal difffuse LED panel of size 595x595 mm suitable for Armstrong/POP/GB ceiling with M.S. Powder coated white housing. Total system lumen of 42 watt LED should be 5100 or above in cool day light (5600k to 6500k), Power factor >0.95, CRI (Ra) >80, LED lamp efficiency ≥140 lm/w, Average life >50000hours, complete with all accessories as required with connections.(Industrial) (NS) Make Havell's or Philiphs , Bajaj
S/E of 25 KVA Silent DG set with AMF Panel having Frequency 50 Hz PF 0.8 voltage 415V 3 phase, governing class as per ISO 8528 part-V G2, Noise level < 75, Fuel Consumption at 100% load is 5.8 ltr., At 75% load is 4.4 ltr. At 50% load 2.9 ltr, fuel tank capacity 65 ltr, weight of genset with canopy approx 1185 on wet, overall dimensions 2500*950*1294mm, 12V electrical battery, Engine Model 3R1040T-G1.Engine: Kirloskar, Alternator : Stamford/Kirloskar make, rated output 24 to 42 with 3 No. cylinder bore X stroke 105*120, rated speed 1500 lube oil sump capacity 8 coolant capacity 14.5, insulation class H, alternator Efficiency 89 max at 100% load, max time to build up rated voltage at rated RPM< 16% with suitable size solid foundation with reinforcement & CC foundation as per standard specifications and erection with connection of cables, earthing etc. and petty material required to complete the job in all respect with satisfaction of EIC. Kirloskar Green/Cummins. (NS)
Supply, Installation, Testing & Commissioing of 75" interactive flat panel, IR touch technology, IPS Panel UHD Native Resolution ( 3,840 x 2,160), Brightness 330 Nits; Contrast ratio 1100:1, response time :8ms, Orientation Landscape CONNECTIVITY (Input) Video / Audio HDMI (3), RGB / Audio In(Input) External Control RS232C In, RJ45 (Input) USB USB 2.0 (3, Front : 2ea, Bottom side: 1ea Only for software update), USB 3.0 (3), Touch Out(USB2.0,B Type) (2)(Output) Video / Audio HDMI (1), Optical Output / Audio Out, Touch type IR Available object size for touch Ø3 mm ↑ Response Time 60ms ↓ (Android) / 100ms ↓ (Windows) Accuracy 1.5mm Interface USB 2.0 Protection Glass Thickness 4T (Anti-Glare) Make Panasonic,Samsung,LG etc Including cost of petty material required to complete the job and 3 years warranty upto entire satisfaction of Engineer -in- Charge. (NS)
S.I.T.C. of Intractive Digital Podium system with 16" intractive screen EMR technology, also available Goosneck Microphone inbuilt Aluminium plated system Interface : USB, Pressure sensitive. Still image Resolution : XGA,SXGA,720P,1080P FRAME RATE 20 FRAMES/SEC. Image Mode: Normal/Photo/Text/Slide/Film/Gray. Inputs-VGAx2, HDMIX 1 Video x 2, Audio x 2 Outputs - VGA x 2, hHDMIx 1 VIDEO X1 AUDIO X1. Make AHA/Digital Multimedia Podium etc Including cost of petty material required to complete the job and 3 years warranty upto entire satisfaction of Engineer -in- Charge. (NS)
S/I/T/C Two way 4” Coaxial ceiling loudspeaker Two way 4” Coaxial ceiling loudspeaker with frequency range: 74Hz-20KHz, Power capacity (low Z): 60 W Cont. program Max. SPL: 102dB @ 1m ave., 108 dB peak, Nominal impedance: 8 ohms (in irect/bypass/8 OHM setting),70V/100 V/Transformer Taps Make: Bose (Design Max DM2C-LP)/JBL (Control 14 CT) audio tek Including the cost of petty material required to complete the job and 3 years warranty upto entire satisfaction of Engineer-in-charge (NS) Make Bose (Design Max DM@C-LP)/JBL (Control 14 CT) Audio tek. Including cost of petty material required to complete the job and 3 years warranty upto entire satisfaction of Engineer in charge. (NS)
S/I/T/C Dual channel Amplifier Eight channel 125W @ 4 OHM power Amplifier Signal to Noise Ratio (blow rated power 20Hz to 20 khz, A- weighted ) 110 dB frequency response (at 1W, 4/8 ohms)+/-0.5 dB THD (full rated power 20hz-20khz) Make Bose (PM8500N) /JBL (CT8150) audio tek Including the cost of petty material required to complete the job and 3 years warranty upto entire satisfaction of Engineer-in-charge. (NS)
Chairman unit Microphone Supply, installation, testing and commissioning of chairman unit microphone system with on/off button audio frequency bandwidth 50-20000 hz equivalent noise level 22 dB-A Sensitivity 22 mV/Pa Signal to noise 72 dB-A also chairman has the authority to close the microphone of delegate persons Make Audio tek Bose /AKG (Pcc170). Including cost of petty material required to complete the job and 3 years warranty upto entire satisfaction of Engineer in charge. (NS)
Supply, installation, Testing & Commissioning of Delegate Unit Microphone system with on/off button Audio frequency bandwidth 50- 20000 Hz equivalent noise level 22 dB-A Sensitivity 22mv/pa Signal to Noise 72 db-A Make: Bose/AKG(Pcc170)/Audio tek Including the cost of petty material required to complete the job and 3 years warranty upto entire satisfaction of Engineer-in-charge. (NS)
S/I/T/C of Wireless Handheld Microphone Wireless Handheld Microphone system , Carrier frequency range 500.1 MHz-864.9 Mhz, Switching bandwidth 30.5 Mhz (depending on local regulations), Auio bandwidth 35 to 20,000 Hz, Signal to Noise 120 Make: Bose/AKG(WMS420 vocal) /Audio tek (SV607/Audiotech SV100). Including the cost of petty material required to complete the job and 3 years warranty upto entire satisfaction of Engineer-in-charge (NS)
S/I/T/C of Wireless Presenter Set Microphone Wireless Presenter Set Microphone system, carrier frequency range 500.1 MHz-864.9 MHz, Switching bandwidth 30.5 MHz (deepening on local regulations), Audio bandwidth 35 to 20,000Hz, Signal to Noise 120 dB-A, Upto 16 pre-programmed frequencies per group. Make: Bose/AKG(WMS420 Presentor)/Audio tek Including the cost of petty material required to complete the job and 3 years warranty upto entire satisfaction of Engineer-in-charge (NS)
S/I/T/C of Connectors Connectors & accessories required for complete setup Make: Customized Including the cost of petty material required to complete the job and 3 years warranty upto entire satisfaction of Engineer-in-charge. (NS)
Providing and installing split type air conditioners, five star rating inverter type with copper coils 2.0 ton capacity ± 10%) fitted with super tropical - DC PAM inverter- return cooled - rotary compressor operating on refrigerant R-410-A suitable for wall mounting confirming to IS : 1391 (part-2)/92 (except power consumption norms) with upto date amendments, suitable for operating on 230 volts, 50 Hz single phase A.C. supply having following specifications:-(i) Cooling coil row -3 Nos.(ii) Air flow (CMH) -1450 cum/ hr.(iii) Sound level (H/M/L)- 41/38/34/25(silent mode)(iv) Louvers swing- 3D + 3D Auto etc. complete in all respectMAKE :- O General/Toshiba/Mitsubishi (Heavy Industries) (five star rating) Model as approved by the Engineer-in-Charge. (NS)
Providing and installation of automatic voltage stabilizer of 5.00 KVA capacity (heavy duty) copper wound 100 up voltatge ofV-Guard make ISI marked complete in all respect. (N.S.)
Providing and fixing extra copper tubing/regrigerent pipe for above split air conditioners (if required) consisting of inlet, outlet pipes, insulation and electric wiring etc. as per requirement, complete in all respect beyond 4.0 metres length. (NS) NOTES :- INSTALLATION OF AIR CONDITIONERS INCLUDES:- 1. Mounting/ fitting indoor and outdoor units at their respective locations 2. Providing & laying refrigerant pipe line of four metres length and beyond (if required) and connecting both the units after drilling holes in the wall, if required. Thickness of the copper tubing shall not less than 0.80 mm. 3. Insulating the suction pipe with expanded polythene pipe tubing. 4. Providing & laying drain pipe to throughout the condensate water being formed in the indoor unit 5. Leak testing entire system 6. Charging refrigerant gas in the unit 7. Electric wiring ; suitable electric wiring and switch should be provided with in 4 metres of the location of the units as per requirement 8. PVC channels for concealing the pipes etc. 9. Refrigerant piping thickness- 18 guage (1 mm) (i) Liquid line :- 6.35mm (1/4") (ii) Gas line:- 15.88mm(5/8") 10. Providing and fixing 2.5 sqmm x 4 core coper wire sheathed for connections and communication between indore unit to outdoor unit. (NS)
Providing and fixing in position powder coated MS stands for outdoor units of air conditioners including suitable nuts & bolts etc. of best quality complete in all respect (NS)
the creative infra and interiors pvt. ltd.
Electrical Sales Corporation
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