Construction Of Student Activity Centre At Cdlu, Sirsa. Construction Of Student Activity Centre At Cdlu, Sirsa.
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Bid Submission
17 Mar 2022
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EMD
5.01 Lakhs
Bank guarantee accepted
Document Fee
15000
Non-refundable
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Online
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Competition Type
NCB
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Tender
Location / State
sirsa → Haryana
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Not Available
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Project Description
Construction Of Student Activity Centre At Cdlu, Sirsa. Construction Of Student Activity Centre At Cdlu, Sirsa.
BOQ
| Sl. No. | Item Description |
| 1 | 4.14) Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.4.14.1) All kinds of soil |
| 2 | 4.32) Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 3 | 4.33)(Derived) Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 4 | 4.39) Providing and injecting chemical emulsion for PRE- CONSTRUCTIONAL anti termite treatment and creating a chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filing junction of wall and floor, along with the external perimetre of building, expansion joints surrounding of pipes and conduit etc, complete (plinth area of the building at ground floor only shall be measured) using Chlorpyriphos/ Lindane emulsifiable concentrate of 20%. |
| 5 | 6.1) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All workbelow plinth level and up to Floor IV level: 6.1.6)1 :4: 8 ( 1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size). |
| 6 | 6.13) Making plinth protection 50mm thick of cement concrete 1 :3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mmnominal size) over 75mm thick bed of dry brick ballast 40 mmnominal size, well rammed and consolidated and grouted withfine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 7 | 6.16) Reinforced cement concrete work in beams, suspended floors, cum roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 8 | 6.25) Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix).6.25.1) All works up to plinth level. |
| 9 | 6.25.2) All works above plinth level up to floor IV level |
| 10 | 6.30) Centering and shuttering including strutting, propping etc. and removal of form for: 6.30.1) Foundations, footings, bases of columns, etc. for mass concrete. |
| 11 | 6.30.2)Walls (any thickness) including attached pilasters,buttresses, plinth and string courses etc. |
| 12 | 6.30.3) Suspended floors, roofs, landings, balconies. |
| 13 | 6.30.4) Shelves (Cast in situ). |
| 14 | 6.30.5) Lintels, beams, plinth beams, girders, bressumers and cantilever. |
| 15 | 6.30.6) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 16 | 6.30.7) Stairs, (excluding landings) except spiral-staircases. |
| 17 | 6.30.13) Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards. |
| 18 | 6.30.14) Extra for shuttering in circular work (20% of respective centering and shuttering items. ( For Circular Column) |
| 19 | 6.33) Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth levelNote:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6.33.6) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 20 | 6.34) Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level.Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.6.34.6) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 21 | 6.49) Providing precast cement concrete Jali 1 :2:4 (1 cement : 2 coarse sand(zone-111) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1 :3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 6.49.1) 50mm thick |
| 22 | 7.21) Brick work with common burnt clay non-modular bricks of classdesignation 10.5 in foundation and plinth in:. 7.21.2)Cement mortar 1:6 (1 cement: 6 coarse sand). |
| 23 | 7.22) Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 7.22.2) Cement mortar 1:6 (1 cement: 6 coarse sand) |
| 24 | 7.28) Half brick masonry with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level.7.28.2) Cement mortar 1 :4 ( 1 cement :4 coarse sand) |
| 25 | 7.31) Half brick masonry with non modular fly ash bricks of class designation 10, conforming IS :12894, in super structure above plinth and up to floor IV level. 7.31.2)Cement mortar 1 :4 ( 1 cement :4 coarse sand) |
| 26 | 7.47) Brick work with non modular fly ash bricks conforming to IS :12894, class designation 10 average compressive strength in super structure above plinth level up to floor IV level in :7.47.2) Cement mortar 1:6 (1 cement: 6 Coarse sand). |
| 27 | 8.26) Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1 :4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 8.26.2) Granite of any colour and shade.(Note:- Colour/Shade to be approved by the University)8.26.2.1) Area of slab upto 0.50 sqm |
| 28 | 8.26.2.2) Area of slab over 0.50 sqm |
| 29 | 8.27) Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.8.27.1) Marble Work |
| 30 | 9.17) Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1 :3 (1 cement : 3 fine sand) as per standard design :9.17.1) In 75x75 mm deep chase |
| 31 | 9.47) Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \"T\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm centre to centre and cross \"T\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \"T\" at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross \"T\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \"T\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1 .6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm centre to centre along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. 9.47.1) GI Metal Ceiling Lay in plain Tegular edge Global white colour tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. |
| 32 | 9.61) Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. |
| 33 | 10.1) Providing and laying of base course of floors consisting of 100 mm thick cement 1 :8: 16 and 100 mm sand or stone filling. |
| 34 | 10.4) Providing and laying of screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping. |
| 35 | 10.30) Providing and laying of chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1 :4 (1 cement: 4 coarse sand).10.30.2) Medium shade pigment using 50% white cement and 50% ordinary cement. |
| 36 | 10.37) Providing and fixing of Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 ( 1 cement : 4 coarse sand) :10.37.1) 25 mm thick |
| 37 | 10.38) Providing and fixing of Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 38 | 10.40) Providing and fixing of 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1 :5 (1 cement : 5 coarse sand), including pointing with cement mortar 1 :2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone.10.40.1) Red Sand Stone |
| 39 | 10.42) Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. |
| 40 | 10.43) Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. |
| 41 | 10.88) Providing of stamping or making grooves for a depth of 2 mm on top of steps in stair case. |
| 42 | 10.51) Providing and fixing granite stone in all shades 15mm to 18 mm thick in sqm skirting /dado, risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1 :3 and jointed with white cement slurry mixed with pigment to match the shade of Granite including labour for fixing cramps pins and dowels etc.(Note:- Colour/Shade to be approved by the University) |
| 43 | 10.58) Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS :15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1 :3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. |
| 44 | 10.60) Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1 :4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 45 | 10.63) Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1 :4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.10.63.2) Size of Tile 600 x 600 mm. |
| 46 | 10.67) Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1 :3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. 10.67.2) Size of Tile 600 x 600 mm. |
| 47 | 10.109) Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1 :4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.(Note:- Colour/Shade to be approved by the University). |
| 48 | 11.4) 1Omm thick cement plaster 11.4.2) 1 :3 (1 cement: 3 fine sand) |
| 49 | 11.5) 12 mm cement plaster of mix : 11.5.4) 1 :6 (1 cement: 6 fine sand) |
| 50 | 11.6) 15 mm cement plaster on the rough side of single or half brick wall of mix : 11.6.2) 1 :6 (1 cement: 6 fine sand) |
| 51 | 11.58) Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete |
| 52 | 11.64) Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: 11.64.1) New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 53 | 11.68) Applying priming coat: 11.68.3) With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works |
| 54 | 11.78) 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. |
| 55 | 11.94) Finishing walls with textured exterior paint of required shade11.94.1) New work (Two or more coats applied @ 3.28 litre/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 56 | 11.95) Finishing walls with Acrylic Smooth exterior paint of required shade : 11.95.1) New work (Two or more coat applied @ 1.67 litre/1 O sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). |
| 57 | 12.4) Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc. 12.4.2) Kiln seasoned and chemically treated Hollock wood |
| 58 | 12.12) Providing & Fixing decorative high pressure laminated sheet of plain/ wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.(Note:- Colour/Shade and company to be approved by the University).12.12.2) 1.0 mm thick |
| 59 | 12.37) Providing and fixing ISi marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 13.37.1) 35 mm thick including ISi marked Stainless Steel butt hinges with necessary screws |
| 60 | 12.40) Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured):12.40.1) Rectangular or square. |
| 61 | 12.74) Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete :12.74.1) 125x64x2.50 mm |
| 62 | 12.75) Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 12.75.1) 125mm |
| 63 | 12.89) Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS: 3564, embossed on the body, door weight up to 3 6 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. |
| 64 | 12.131) Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware\"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single/ double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.12.131.2) Casement window double panels with S.S. friction hinges (300 x19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension.(Area of window above 0. 75 sqm up to 1.50 sqm). |
| 65 | 12.131.6) Casement cum fixed panel window having both end single casement panel, middle fixed panels and at top completely fixed ventilator with S.S friction hinges (350 x 19 x 1.9) made of (big series) frame 67 x 60 mm , sash 67 x 80 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ± 0.2 mm and single glazing bead/double glazing bead of appropriate dimension.(Area of window above 3.00 sqm up to 5.00 sqm). |
| 66 | 12.157) 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, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 12.157.1) For fixed portion 12.157.1.3) Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) |
| 67 | 12.157.2) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). 12.157.2.3) Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) |
| 68 | 12.158) Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade I Type II, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.12.158.2) Pre-laminated particle board with decorative lamination on both sides. |
| 69 | 12.159) Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 12.159.3) With float glass panes of 6 mm thickness (weight not less than 15 kg/sqm) |
| 70 | 12.160) Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight up to 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.12.160.1) With stainless steel cover plate minimum 1.25 mm thickness. |
| 71 | 12.166) Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete.12.166.3) Polyester powder coated minimum thickness 50 micron aluminium. |
| 72 | 12.172) Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600. 12.172.1) Up to 5 mm depth and 5 mm width. |
| 73 | 12.172.2) Up to 10 mm depth and 10 mm width. |
| 74 | 13.3) Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: 13.3.1)Profile B.13.3.1.1) Fixing with adjustable lugs with split end tail to each jamb. |
| 75 | 13.3.2) Profile C.13.3.2.1)Fixing with adjustable lugs with split end tail to each jamb. |
| 76 | 13.3.3) Profile E. 13.3.3.1) Fixing with adjustable lugs with split end tail to each jamb. |
| 77 | 13.10) Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 13.10.2) 5.5 mm thick glass panes. |
| 78 | 13.29) Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.13.29.2) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 79 | 13.37) Supplying and fixing rolling shutters of approved make, made of required size 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 and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.13.37.1) 80x1.25 mm M.S. laths with 1.25 mm thick top cover. |
| 80 | 13.41) Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 81 | 28.15) Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement sluny mixed with water proofing cement compound consisting of applying:(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound@ 0.253 kg/ sqm This layer will be allowed to air cure for 4 hours.(b) Second layer of sluny of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. |
| 82 | 28.17) Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls up to 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1 :5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1 :5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls up to 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick joint less cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. \"All above operations to be done in order and as directed and specified by the Engineer-in-Charge:28.17.1)With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 83 | 29.1) Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to MMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment. |
| 84 | 29.2) Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor.(Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.29.6)For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. |
| 85 | 29.3) Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer- in-Charge. |
| 86 | 29.6) Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:(a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part Ill (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminium sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimensional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon separator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. (c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.(d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.(e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete.This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-Charge.The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation.In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. Notes for Item 29.6:1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm up to two decimal places.2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately.3. Competent authority will decide the necessity of testing on the basisof cost of the work, cost of the test and importance of the work.3.1. Performance Laboratory Test for Air Leakage Test (-50pa to· 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr3.2. Static Water Penetration Test (50pa to 1500pa) as per ASTME· 331· 09 testing method for a range up to 2000 ml.3.3 Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01· 05 testing method for a range up to 2000 ml3.4 Structural Performance Deflection and deformation by static air pressure test (1.5 times design wind pressure without any failure) as per ASTME-330-10 testing method for a range up to 50 mm3.5 Seismic Movement Test (up to 30 mm) as per AAMA 501.4-09 testing method for Qualitative test, Tests to be conducted on site.3.6 Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) up to 2000 ml |
| 87 | NON-SCHEDULE ITEMS ( CIVIL WORK )NS C-1) Providing & fixing Stainless Steel Fittings Heavy Duty (Brush-Finished) to doors,window,cupboard etc. (Grade 304) with nuts & screws etc complete.(as per sample approved by Engineer-in-charge). (i) S.S tower bolt (200mm long) |
| 88 | (ii) S.S tower bolt (150mm long) |
| 89 | (iii) S.S sliding bolt (250 mm long) (16mm dia Rod.) |
| 90 | (iv) S.S REAR MAGNETIC DOOR STOPPER. |
| 91 | (v) 150 mm floor S.S front Door stopper with rubber cushion screws etc to suit shutter thickness complete. |
| 92 | NS C-2) Providing and fixing of Jaiselmer Stone 18 mm and above thick in Flooring, risers of step, skirting , dado, pillars and wall lining included matching the grains of marble slab in any pattern as specified laid over 12mm thick cement sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing. The rates are for all heights / storey. The sample shall be got approved from Engineer In Charge. |
| 93 | NS C-3) Providing & fixing Fresh Color Restroom Cubicles Systems (MODEL TYPE - ZMS SS SERIES) Thickness of Compact Laminate : 12 mm, Color of HPL Boards: Dual Colour,Size of Cubicle : 1000mm (W) & 1550mm, (D) X 2003mm (H), Door Size : 1750mm (H) x 610mm (W), Overall Height Of Cubicle : 2003mm, (Including bottom Gap of 150mm),Accessories: Standard – Merino Make Aluminium, Stainless Steel - 304 Grade accessories) a) Aluminium “U” Channel, b) Aluminium “F” channel, c) Aluminium Door Stopper Channel, d) Aluminium Top Rail, e) SS Coat Hook, f) SS Privacy Thumb turn c/w Occupancy Indicator, g) SS Door Knob, h) SS Hinges with Cover, i) SS Adjustable Foot 316 Grade j) Rubber Door Stopper Lining, k) S.S.Screws 304 G & P.V.C Wall Plugs complete in all respects to the entire satisfaction of Engineer-in-Charge. ( MERINO or similar model of Equivalent make.) |
| 94 | PUBLIC HEALTH WORK - AS PER HSR 2021 4.16) Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: 4.16.1) All kinds of soil 4.16.1.2) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. |
| 95 | 6.1) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:6.1.2) 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size) |
| 96 | 8.28) Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platfonn, vanity counter and similar location in marble/ Granite/stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. |
| 97 | 9.57) Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.(i) Single socketed pipes. 9.57.2) 110 mm dia PVC pipe |
| 98 | 9.57.3) 150 mm dia PVC pipe |
| 99 | 9.58) Providing and fixing on wall face Unplasticised - PVC moulded fittings/accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 9.58.2) Single push fit Coupler 9.58.2.1) 75 mm |
| 100 | 9.58.2.2) 110 mm |
| 101 | 9.58.3) Single tee with door9.58.3.1) 75 x 75 x 75 mm |
| 102 | 9.59.3.2) 110 x 110 x 110 mm |
| 103 | 9.58.4) Single tee without door 9.58.4.1) 75 x 75 x 75 mm |
| 104 | 9.58.4.2) 110 x 110 x 110 mm |
| 105 | 9.58.5) Bend 87.5° 9.58.5.1) 75 mm bend |
| 106 | 9.58.5.2) 110 mm bend |
| 107 | 8.58.5.3) 150 mm bend |
| 108 | 9.58.6) Shoe (Plain) 9.58.6.1) 75 mm Shoe |
| 109 | 9.58.6.2) 110 mm Shoe |
| 110 | 10.100.2) Cement Concrete 1:8:16 with stone aggregate 40 mm size in cum foundation and plinth. |
| 111 | 20.26) Cutting holes up to 23 cm through stone masonry or brick work in cement walls for pipes and making good including repointing, replastering andfinishing according to existing finish where required.20.26.1) 11.43 cm thickness of walls |
| 112 | 20.26.2) 22.86 cm thickness of walls |
| 113 | 20.36) 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. |
| 114 | 20.49) Bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge. Size of the main with which connection is to be made. 20.49.1) Up to 200 mm internal diametre. |
| 115 | 20.49.3) Exceeding 300 mm internal diametre but not exceeding 450mm internal diametre. |
| 116 | 20.62) Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the Engineer - in -charge. 20.62.3) 300 mm internal dia |
| 117 | 21.84) Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1 :5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1 :2:4 benching 12mm 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/cement concrete topping, 50mm thick: with 455mmx455mm / 455mm x610mm inside light duty C.I.inspection chamber cover and frame weight as per 1.5.1. specification painted with 3 coats of black bitumastic superior paint complete as per standard design.21.84.1) Size 450 mm X450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with C.C. topping |
| 118 | 21.84.2) Size 450 mm X 600 mm inside (with 455 mm x 610 mm cover and frame single seal pattern I weighing 38 kg with C.C. topping) |
| 119 | 21.84.3) Size 600 mm X900 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with R.C.C. slab) |
| 120 | 21.28) Lowering salt glazed stoneware pipes and specials into trenches for all depths and laying out the same to correct alignment gradient, level etc in trenches including all dressing and trimming of bed and sides of trenches, if required, trimming and cutting of concrete beds and joint holes, supporting the pipes and specials, in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching hunching and envelopes are completed. The sewer shall rest on the bed at every point throughout its length and to ensure this, it shall be grouted in without extra charge by the contractor with lime surkhi mortar, in the case of lime concrete beds and 1 :3 cement sand mortar in the case of cement concrete beds including cartage from Divisional Store or nearest Railway station to site of work.The internal diameter of sewer being :- 21.38.2) 150 mm internal diameter of sewer |
| 121 | 21.38.4) 200 mm internal diameter of sewer |
| 122 | 21.39) Jointing and fixing salt glazed stoneware pipes and special in trenches using cement sand mortar 1 :1 and best white Italian tarred hemp/yam including finishing and trowel ling of each joint at an angle of 45 degrees with the longitudinal axis of the pipes, watering, keeping the joints covered and wetted till the same are cured, testing the sewer lines for leakages and making all leakages and defect good, complete as laid down in the contract specifications. 21.39.2) 150 mm internal diameter of sewer |
| 123 | 21.39.4) 200 mm internal diameter of sewer |
| 124 | 21.40) Cutting glazed stoneware pipes and specials chipping and finishing the cutsurface to a uniform finish and roughing the part of the pipes, if any entering the sockets of the adjacent pipes complete, to the satisfaction of the engineer-in-charge of the works.21.40.2) 150 mm internal diameter of sewer |
| 125 | 21.40.4) 200 mm internal diameter of sewer |
| 126 | 21.94) Providing salt 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 described in item No. 21.38, 21.39, item 21.40 induding the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 21.94.2) 150mm internal diameter |
| 127 | 21.94.3) 200mm internal diameter |
| 128 | 21.100) Making holes for HCL soil / Waste pipe by core cutting up to 200 mm thick slabs and sealing with Drip seal sealant complete in all respect. 21.100.2) 100mm dia pipe. |
| 129 | 21.101) Providing and fixing MS Angle 35 x 35 x 5 mm with 10 mm MS Threaded rods & Fastener & Fixture to Support the Cl and PVC Pipe. |
| 130 | 22.10) Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required: 22.10.2) Kitchen sink without drain board22.10.2.2) 610 x 460 mm bowl depth 200 mm. |
| 131 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 22.14.2) Flexibe Pipe 21.14.2) 32mm dia |
| 132 | 22.20) Providing and fixing in position C.I. plain Nahani Trap conforming to I.S.I. specifications and of self cleaning design with C.P. brass hinged grating with frame complete.22.20.2) With 75 mm internal diameter outlet |
| 133 | 22.33) Providing and fixing white vitreous chinaware extended wall mounting water closet of size 780x370x690 mmof approved shape including providing & fixing white vitreous chinaware cistern / PVC cistern (with brass fitting) into the wall with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seatcover,and cisternfittings,nuts,boltsand gasket etc complete. |
| 134 | 22.38) Providing and fixing 8 mm dia C.P. I S.S. Jet with flexible tube up to 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. |
| 135 | 22.46) Providing and fixing white vitreous chinaware battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. |
| 136 | 22.50) Providing and fixing partitions for different type of urinals.22.50.1) Vitreous Chinaware Partition plate. 22.50.1.2) Large size 835mm x 355 mm 22.50.1.2.1) White |
| 137 | 22.53) Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :22.53.1) For 100 mm dia pipe |
| 138 | 22.53.2) For 75 mm dia pipe |
| 139 | 22.85) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall 22.85.3) 25 mm nominal outer dia Pipes |
| 140 | 22.85.4) 32 mm nominal outer dia Pipes |
| 141 | 22.85.6) 50 mm nominal outer dia Pipes |
| 142 | 22.86) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 22.86.2) 20 mm nominal outer dia pipes. |
| 143 | 22.86.3) 25 mm nominal outer dia pipes. |
| 144 | 22.91) Providing and fixing G.I. pipes complete with G.I. fittings including trenching up to 0.30m to 1.00m depth and refilling etc.External work. 22.81.6) 50 mm dia nominal bore |
| 145 | 22.98) Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end): 22.98.2) 20 mm internal diameter |
| 146 | 22.98.1) 25 mm internal diameter |
| 147 | 22.98.3) 32 mm internal diameter |
| 148 | 22.98.5) 50 mm internal diameter |
| 149 | 22.101) Providing and fixing Unplasticised PVC connection pipe with brass unions: 22.101.2) 45 cm length 22.101.2.1) 15 mm nominal bore |
| 150 | 22.104) Providing and fixing C.P. brass bib cock of approved quality conforming to IS:893122.104.1) 15 mm nominal bore |
| 151 | 22.106) Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.22.106.1) 15 mm nominal bore |
| 152 | 22.107) Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 22.107.1) 15 mm nominal bore |
| 153 | 22.108) Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931. 22.108.1) 15 mm nominal bore |
| 154 | 22.109) Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. |
| 155 | 22.110) Providing & fixing chrome plated brass battery based infrared sensor operated pillar cock, having foam flow technology. 22.110.1) 15 mm nominal bore. |
| 156 | 22.115) Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.22.115.2) Waste coupling 36 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms. |
| 157 | 22.117) Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. |
| 158 | 22.118) Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. |
| 159 | 22.166) Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:22.166) 150 x 100 mm size P type22.166.2.1) With common burnt clay non-modular bricks of class designation 10.5 |
| 160 | 22.181) Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 161 | 22.206) Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1 :4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design : 22.206.1) With common burnt clay non-modular bricks of class designation 10.5 |
| 162 | 22.209) Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 163 | 22.221) Providing and fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) including Rack Bolt Screw Pair 115mm long without CP fittings complete in all respect. 22.221.8) Size 630mm x 500mm (above counter oval) |
| 164 | 22.222) Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing.22.222.2) Single Socket Type-B. 22.222.2.2) 110mm O/d SWR UPVC pipe lines laid complete. |
| 165 | 22.222.2.3) 90mm O/d SWR UPVC pipe lines laid complete. |
| 166 | 30.88) Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1 :2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1 :3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 30.88.1) For pipes 100 to 250 mm diameter |
| 167 | 30.88.2) For pipes 250 to 300 mm diameter |
| 168 | 30.88.3) For pipes 350 to 450 mm diameter |
| 169 | NON-SCHEDULE ITEMS ( PUBLIC HEALTH WORK )PH-1) Providing and fixing in position set of EWC of size ( 66 x 35 x 88cm) and WHB of size (46 x 36 x 18cm) for Differently abled person of approved make (to the approval of the Engineer-in-charge) consisting of matching cistern, one pair mounting brackets, seat cover, one(1) no. Foldable U Type (SS Grade_304) hinged rail 76cm and four(4) no. (SS Grade_304) Grabrails 60cm complete in all respect and to the entire satisfaction of Engineer-in-charge. |
| 170 | PH-2) Supplying, erection, testing and commissioning of 1HP (0.75 Kw) horizontal motor pumping set for clear water of approved make (To the approval of Engineer-in-charge) having head 6-28m, flow rate 50 LPM, inlet/Outlet - 25x25mm with single phase motor including all pump accessories, including all electrical fitting i.e starter, Wire/Cable required but excluding cost of G.I pipe & specials complete in all respects.( Make:- Kirloskar/Cropmton/Havells or equivalent make.) |
| 171 | ROAD WORKS - AS PER HSR 2021)4.14) Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.4.14.1) All kinds of Soil |
| 172 | 4.32) Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 173 | 6.1) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All workbelow plinth level and up to Floor IV level:6.1.7)1:5:10 (1 cement : 5 coarse sand (zone-Ill): 10 graded stone aggregate 40 mm nominal size). |
| 174 | 6.39) Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1 :3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 6.39.1) 1:1½:3 (1 Cement: 1½ coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size) |
| 175 | 7.21) Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 7.21.2) Cement mortar 1:6 (1 cement: 6 coarse sand). |
| 176 | 10.17) Providing and laying polythene sheet ( 125 micron ) under CC M-25/M-30 in road and parking complete in all respect. |
| 177 | 10.30) Providing and laying of chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1 :4 (1 cement: 4 coarse sand).10.30.2) Medium shade pigment using 50% white cement 50% Grey cement 10.30.12)Medium shade pigment using 50% white cement 50% Grey cement. |
| 178 | 11.97) Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications:11.97.1) Two or more coats applied on walls @ 1.25 litre/10 sqm over and including one coat of Special primer applied @ 0. 75 litre /10 sqm |
| 179 | 17.6) Construction of Embankment CBR 8% (for new road/ raising/berms/etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. |
| 180 | 17.15.3) Granular Sub-Base with Coarse GradedMaterial - Grading-I or II or III (Table:- 400-2)Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORT&H specifications.Grading III material. |
| 181 | 17.72) Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORTH specifications. |
| 182 | NON-SCHEDULE ITEMS ( ROAD WORK ) NSR-1Providing and Filling Construction & Longitudinal joints (6 mm wide x 65 mm deep) in VDC/PQC M-30 by groove cutting machine, providing and filling joints withPolysulphide Pour Grade sealent ( Make SIKA ) in the VDC M-30 complete as per specifications and directions of Engineer-incharge. (Item of dowel bars / tie bars to be paid separately). |
| 183 | FIRE HYDRANT WORK - NON-SCHEDULE ITEMS NSFH-1(DSR-19 4) Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump)(a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-\"F\" insulation, conforming to IS-325.(c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required.(d) Suitable cement concrete foundation duly plastered and with anti vibration pads.(MAKE:- PUMP-MATHER & PLATT/KIRLOSKAR/ITT/GRUNDFOS/DPMOTOR-KIRLOSKAR/ ABB/CROMPTOM) 4.2)450 lpm at 35 m Head |
| 184 | NS FH-3(DSR-197)Providing, laying, testing & commissioning of \"C\" class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required.Make : JINDAL/TATA 7.1) 25 mm dia |
| 185 | 7.4)50 mm dia |
| 186 | 7.7)100 mm dia |
| 187 | NSFH-5 (DSR-1911) Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required.Make : KARTAR/SIR/ZOLOTO/SANT11.2)50 mm dia |
| 188 | 100 mm dia |
| 189 | NSFH-8(DSR-1914)Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS:5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required.Make : KARTAR/SIR/ZOLOTO/SANT 14.2) 50 mm dia |
| 190 | 14.5) 100 mm dia |
| 191 | NSFH-11 (DSR-1917) Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall.Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.Make:-MINIMAX/SUPREX/PADMINI/NEW AGE17.1) 30m |
| 192 | NSFH-13 (DSR-1919)Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required. Make:-MINIMAX/SUPREX/PADMINI/NEW AGE 19.1)2way-100 mm dia M.S. Pipe |
| 193 | NSFH-15 (DSR-1922) Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. |
| 194 | NS FH-16(DSR-1923) Providing & fixing flow switch in following sizes M.S. pipe including connection etc as required. 23.1) 100mm dia |
| 195 | NS FH-19 (CSR-2028.117Supplying, Installation, Testing and Commissioning of weather proof cabinet for hose fabricated out of 1.6mm thickness M.S. sheet with front glass door having locking arrangement, suitable to accommodate all the necessary pipes, accessories, fittings etc including painting the metal portion with one coat of ready mixed primer paint and two coats of synthetic enamel paint of approved shade and quality, sign writing etc.a) 900 mm wide x 600 mm high x 500 mm deep Size (for Yard Hydrant) |
| 196 | NS FH-20(CSR-20 28.121 b )Providing and fixing S.S Pressure Gauge complete as required complete in all respect.(b) Dial diameter 100mm calibration 0-16 Kg. |
| 197 | NS FH-21 (CSR-20 28.124) Supply and fixing of 6kg ABC type fire extinguisher as per IS:15683(6 kg.) including cost of petty material required to complete the work upto the entire satisfaction of Engineer In Charge.Make:- MINIMAX/SUPREX/PADMINI/NEW AGE c)6 Kg. Capacity |
| 198 | NS FH-22 (CSR 28.125)Supply and fixing of 4.5kg C02 gas type fire extinguisher as per IS: 15683(4.5 kg.) with including cost of petty material required to complete the work upto the entire satisfaction of Engineer In Charge.Make:- MINIMAX/SUPREX/PADMINI/NEW AGE c) 4.5 Kg. Capacity |
| 199 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):22.98.1: 25 mm nominal boreMake:- CIM/LEADER/AIP/SANT/ZOLOTO |
| 200 | ELECTRICAL INSTALLATION WORK - AS PER HSR 2021 20.71)Supply, erection, testing of Ceiling fans IS marked (as per IS code 374) with suitable GI pipe complete in all respects complete as per directions of Engineer-in-charge. 20.71.1)48\" (1200mm) |
| 201 | 20.72)Supplying, errection, testing of Exhaust fan (as per IS code 374) having a each capacity of 45 cubic metre per minute complete with suitable G.I sheet ducting in structure confirming to latest IS specifications complete in all respect to satisfaction of Engineer-in-charge. |
| 202 | 23.3.6) Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required.23.3.6.1) 1 run of Size 1.50 Sqmm(1/1.40mm) (For Sub Mains SB to SB 45-30 + For computer points 8x5=15x15+40=265 ) |
| 203 | 23.3.6.2) 1 run of Size 2.50 Sqmm(1.1.80mm) (For Sub MainDB to SB with Plug (30x15+Wiring of UPS computer points 30x15+8X15=570mtr) |
| 204 | 23.3.6.3) 1 run of Size 4 Sqmm(1/2.24mm)( For Misc Jobs) |
| 205 | 23.3.6.4) 1 run of Size 6 Sqmm(1/2.80mm) (For Misc Jobs) |
| 206 | 23.3.6.5) 1 run of Size 10 Sqmm(1/3.50 mm) ( Sub Mains to 8 Way horizontal DB\"s 4X2X15+for SHOPS SPN DB\"s 4No 1x4x15=180) |
| 207 | 23.4) COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT 23.4.1) Wiring for Light/Fan/call bell point with modular type switch/socket and GI box, Modular type face plate etc in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe.23.4.1.2)Group B (ceiling fan 50+Ex fan 10+2x18 TubeLight 79+1x18W Tube lights 34 + Wall Lights43+ Mirror lights 12+Call bell 2 =230-30=200 |
| 208 | 23.4.2) Wiring for Twin control light point with 2 nos , 2-ways, 5 amp. Modular switch GI box and modular face plate in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe.23.4.2.2) Group B |
| 209 | 23.4.3) Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe, without separate control switch. 23.4.3.2) Group B( Without Seprate Switch) |
| 210 | 23.4.4) Wiring in PVC conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp 3/5 pin Modular type socket and 1 no 5/6 Amp Modular type switch required GI Box ,modular face plate etc complete as required.23.4.4.2) Group B(for Light Plugswall fans=15) |
| 211 | 23.4.5)Wiring in PVC conduit system for 3-pin 15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling , including providing 1 no 15/16 Amp 3/6 pin Modular socket and 1 no 15/16 Amp Modular switch required GI Box , modular face plate etc complete as required.23.4.5.2) Group B (for PPPoints 31 + for Hand Dryer Points 4=35) |
| 212 | 23.6.6) Supply and erection of MS conduit pipe 1.6 mm thick , ISi markedsurface/recessed in slab/wall/ceiling etc. including cost of MS bends,inspection box and all other material required to complete the job in allrespect up to the entire satisfaction of Engineer-in-Charge of work. 23.6.6.1) MS pipe of 20 mm dia.( For Fire Alarm System) |
| 213 | 23.6.6.2) MS pipe of 25 mm dia.( For Fire Alarm System) |
| 214 | 23.7.6) Supply and erection of PVC CONDUIT ISi marked (Medium) recessed in walVceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work.23.7.6.1) PVC pipe of 20 mm dia. |
| 215 | 23.7.6.2)VC pipe of 25 mm dia. ( For wiring of computer points 8x20=160 |
| 216 | 23.7.6.3) PVC pipe of 32 mm dia. |
| 217 | 23.7.6.4) PVC pipe of 40 mm dia. |
| 218 | FITTING AND ACCESSORIES23.8.1) Providing and fixing Piano type accessories of approved make in existing box and Bakelite sheet including fixing and making necessaryconnections, complete in all respect.23.8.1.5) Ceiling rose flush/surface type (For Ex fans) |
| 219 | 23.8.1.6) Call bell 220/230 volts musical type |
| 220 | 23.8.1.12) Bakelite angle/straight button holder large size. |
| 221 | 23.8.3) Supply and erection of suitable MS/GI Box covered with 5 mm thick Bakelitesheet as below23.8.3.1) 75 mm x 75 mm x 60 mm deep M.S. box for telephone and inter-communication system |
| 222 | 23.8.4) Supply and erection of 10.5 cm dia M.S.Fan box including 8 mm dia 30 cmlong M.S. Road made into suitable suspension hook and erected in R.C.C. slab for the erection of fan complete with all labour and material required to complete the job.. |
| 223 | 23.8.10) Providing 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. 23.8.10.1) 1 & 2 Modules including combined plate for Telephone points |
| 224 | 23.8.10.2)3 Modules(For Misc Jobs) |
| 225 | 23.8.10.3)4 Modules(For Misc Jobs) |
| 226 | 23.8.10.4)6 Modules(For Raw Power points 174+ Misc Jobs) |
| 227 | 23.8.10.5)8 Modules( For Computer points343 + Misc Jobs) |
| 228 | 23.8.10.6)12 Modules(For Misc Jobs) |
| 229 | 23.8.11) Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connections, complete in all respect. 23.8.11.1) 5 amp 1 way switch (for plug on SB 98 =98) |
| 230 | 23.8.11.2) 5 amp 2 way switch |
| 231 | 23.8.11.3) 15 amp 1 way switch (For Computer points 343+For raw power points 174+ Misc Jobs33=550) |
| 232 | 23.8.11.4) 5 amp Socket ( Plug on SB 98=98) |
| 233 | 23.8.11.5) 15 amp 6 pin Socket(For Computer points 343+For raw power points 174+ Misc Jobs33=550) |
| 234 | 23.8.11.6) Bell Push |
| 235 | 123.8.11.7) Step type Fan Regulator 2 modules 300 watt |
| 236 | 23.8.11.8) Telephone Socket outlet modular type |
| 237 | 23.8.11.9) TV Socket outlet modular type |
| 238 | 23.8.11.10) Blanking plate |
| 239 | 23.8.11.11) RJ 45 Computer DATA socket outlet for CAT 6 or CAT6e cable Modular type(Considered in Computer Points) However for Misc Jobs |
| 240 | 23.8.11.12) USB Charger, 1000mA, 5V, 1 Module (Considered in Computer Points) However for Misc Jobs |
| 241 | 23.8.11.13) 32A D.P. Main Switch With Key Ring Tag 2 Module ( For AC Points ) |
| 242 | 23.9) Erection of exhaust fan in existing opening ,complete with necessary earthling of fan including carriage from PWD store to the site of work. |
| 243 | 23.11) Making suitable hole in the wall suitable for exhaust fan up to 450 mm sweep including finishing the same and fixing of Stainless steel wire mesh 2 mm thick having about 50 meshes per inch at exhaust side complete as required |
| 244 | 23.12) Providing and fixing outdoor duty Ply of 12 mm thick frame suitable for exhaust fan up to 450 mm sweep etc complete as required |
| 245 | 23.2) Fixing of LED Tube light 1x18 / 2*2 ft square Lightfitting directly on wall /ceiling or falseceiling including making connections etc as required(428+26=454) |
| 246 | 23.22.3) Supply and erection of sheet steel enclosures 1 pole/2 pole/4 pole on walVon existing pedestal complete as required. 23.22.3.3) S.P.N. or DP enclosure suitable for DP MCB( AC Indoor Units) |
| 247 | 23.22.3.3) TPN enclosure suitable for TP , TPN or FP MCB( For UPS incoming & Outgoing) |
| 248 | 23.22.4) Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work.23.22.4.2) SPN DB Double Door 8 way ( 2 incoming and 6 outgoing) R/O |
| 249 | 23.22.4.7) TPN DB Horizontal type Double Door 8 way( 8 incoming 3phase*8 outgoing)( For UPS & Raw power for computer stations) |
| 250 | 23.22.5) Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 23.22.5.1) SP MCB of 9 KA breaking capacity 6 amp. to 32 amp.(8way TPN for Lighting & PP 4x24+ 8way SPN Horizontal DB for Shops 4x6=120) |
| 251 | 23.22.5.4) DP MCB of 9 KA breaking capacity 40 amp. to 63 amp. ( For 8way SPN HDB incomings for shops)=4 |
| 252 | 23.22.5.8) FP MCB of 9 KA breaking capacity 40 amp. to 63 amp. (For 8way HDB incoming 4No=4No) |
| 253 | 23.22.6) Supply and erection double pole/Four pole Residual (RCCB/ELCB) on 240/415V, 5Hz. AC supply installed in existing sheet steel enclosures including making necessary connections and bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work.23.22.6.2) DP RCCB 30ma sensitivity , 40 A( For 8way SPN DB incimings 4= 4) |
| 254 | FP RCCB 30ma sensitivity, 63 A(For Power & Lighting DB,s 7+3=10) |
| 255 | 23.23.6) Supply and erection of MS cable tray , duly pained as required including erection of the same on wall or ceiling with necessary fixture and other material required to complete the job in all respect up to the entire satisfaction of Engineer-in Charge of the work.23.23.6.1) MS perforated cable tray painted with powder coating 100 X 50 X2mm |
| 256 | 23.23.6.2) MS perforated cable tray painted with powder coating 200 X 50 X2mm |
| 257 | 23.23.7) Supply and erection of cable tray cover made of 1.25 mm thick GI sheet as required including erection of the same on existing cable tray with necessary fixture and other material required to complete the job in all respect up to the entire satisfaction of Engineer-in Charge of the work. 23.23.7.1) GI cable tray Cover, suitable for cable tray of 100 X 50 X 2 mm |
| 258 | 23.23.7.2) GI cable tray Cover , suitable for cable tray of 200 X 50 X 2 mm |
| 259 | 23.23.8) Supply and laying of multicore telephone cable conductor size 0.51 mm bright annealed copper conductor PVC insulated and sealed in existing pipe/channel and making necessary connection complete in all respect up to the entire satisfaction of the Engineer-in charge of the work.23.23.8.1) 2 pair telephone wire( For Misc Jobs) |
| 260 | 23.23.8.2) 4 pair telephone wire( For misc Jobs) |
| 261 | 23.24.4) Supply, installation, testing and commissioning of load bank/LT Panel with digital meter module cost of digital Amp. I volt meter with selector switch wiring (but EXLUDING COST of incoming and outgoing MCCB\"s ) etc.suitable for operation of 240/415 volts AC. Supply with both side cable allay, inter connection and fixing the same in existing MS pedestal/wall complete withall labour and material required for the same up to the entire satisfaction of Engineer-in-Charge of work. 23.24.4.2) Load Bank 8 way 250 amp.( 8 Outgoing) |
| 262 | 23.22.1) Supply and erection of Modular case circuit breaker single pole/4 pole on existing wall/pedestal/Panel including bounding to earth and making necessary connections required to complete the job in all respect up tothe entire satisfaction of the Engineer-in-charge of the work. 23.22.1.9) 4 pole MCCB 6 amp to 100 amp , 25 KA |
| 263 | 23.22.1.11) 4 pole MCCB 200 to 250 amp, 25 KA |
| 264 | 23.22.5) Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 23.22.5.4) 40 amp to 63 amp. Double pole |
| 265 | 23.22.2) MCCB Enclosure made of Sheet Steel suitable for mounting MCCB of following ratings23.22.2.2) MCCB up to 250 A FP ( 1No for 100A MCCB +2No for installing 3No MCB\"s in each compartment) |
| 266 | 23.22.1) Supply and erection of Modular case circuit breaker single pole/4 pole on existing wall/pedestal/Panel including bounding to earth and making necessary connections required to complete the job in all respect up tothe entire satisfaction of the Engineer-in-charge of the work.23.22.1.11) 4 pole MCCB 200 to 250 amp, 25 KA( For incoming Supply) |
| 267 | 23.22.2) MCCB Enclosure made of Sheet Steel suitable for mounting MCCB of following ratings23.22.2.2) MCCB up to 250 A FP ( For incoming supply) |
| 268 | 23.22.8) SITC Four pole ON LOAD Manual change over switch in SS enclosure of following Ratings 23.22.8.4) 300 amp 415 volts |
| 269 | 23.24) MS STAND, BUS BAR CHAMBER AND PANELS 23.24.1) Supply and erection of M.S. angle iron frame duly welded for housing M.S. sheet & main switches etc. on it, fixed on wall by means of suitable size of rag bolts with cement concrete, duly painted with three coats of approved paint including one coat of red oxide.( LT Panel Stand) |
| 270 | 23.26) SAFETY ITEMS 23.26.1) Supply and erection of Medium Voltage caution notice plate of size 200 x 150mm in three languages. |
| 271 | 23.26.3) Supply and erection of shock restoration chart in glass frame. |
| 272 | 24.1)Earthing 24.1.3) Earthing with G.I. earth plate 600 mmx 600 mm x 6 mm 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.( LT panels Elect Room 2) |
| 273 | 24.1.5) Extra for charcoal or coke and salt for G. I. plate or copper plate earthelectrode. |
| 274 | 24.1.7) Supplying and laying 25mm x 3 mm G.I. strip in 40 mm dia,GI pipe as/from earth electrode including soldering etc. as required |
| 275 | 24.1.8) Providing and fixing 25 mm x 3mm G.I. strip on surface or in recess forconnections etc. as required with all labour and material. |
| 276 | 24.1.11) Providing 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. |
| 277 | 24.1.13) Providing and fixing 4.00 mm dia G1. Wire on surface or in recess for loop earthing as required. |
| 278 | 24.2)LT CABLES:24.2.4) Laying of underground cable in pipe /existing open/closed trench etc as 24.2.4.2)16 Sq mm to 35 sqmm 2 to 4 Core |
| 279 | 24.2.4.3)50 Sq mm to 150 sqmm 2 to 4 Core |
| 280 | 24.2.7) Supply and erection of suitable compression type brass cable glands for underground Cable :-24.2.7.2) 10 sqmm to 16s qmm Cable 2 to 4 Core |
| 281 | 24.2.7.3) 25 sqmm to 50 sqmm Cable 2 to 4 Core |
| 282 | 24.2.7.5) 120 sqmm to 185 sqmm Cable 3 to 3.5 Core |
| 283 | 24.2.8) Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work . 24.2.8.4) 16 sqmm |
| 284 | 24.2.8.6) 35sqmm |
| 285 | 24.2.8.11) 150 sqmm |
| 286 | 24.4) STREET LIGHTING 24.4.2) Supply and erection of GI bracket made of 32 mm dia medium class GI pipe, having 15 deg angle from horizontal, suitable for fixing on top of Street Light pole. 24.4.2.4) 150 cm long, with 30 cm high suitable size pole cap. |
| 287 | 24.4.3) Supply and erection of 32mm dia metre 1.5 m long bracket (B-class) each 573 making an angle of 10° to 15° with horizontal plane for mounting street light fitting fixing of GI. 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 and nuts etc. including necessary connections. |
| 288 | 24.4.4) Erection of street light fitting on the pole including the cost of petty material required (irrespective of height/length of bracket) 24.4.4.3) At Pole above 7 metres but up to the height of 9 metres.(6 on Pole + 6 on Wall) |
| 289 | 24.4.5) Supply and erection of Single Phase weather proof M.S. box of size 20 cm x 15 cm x 10 cm with hinged cover made of 2 mm thick MS sheet, locking arrangements, housed in wall/fixed on pole , including the cost of 1 no 4 way 16 A Bakelite connector, 1 no. 6 amp SP MCB and 1 Nos. 16 amp. neutral links fixed on Bakelite sheet in the M.S. box including painting and necessary connections. |
| 290 | 24.4.8) Supply and erection of Hot Dip Galvanized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts , earthing studs, Integral Cable termination arrangement 5 mm thick Bakelite base plate on suitable welded MS/GI bracket 32 A four way connector 2 no 1 O A SP MCB , end cover and all accessories as supplied by the manufacture including Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1 :5: 1 O of required dimensions for octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge 24.4.8.7) 9 Metre Long pole with top dia 100 mm and bottom 200 mm with base plate of size 350 x 350 x 20 mm. |
| 291 | 24.5) MISCELLANEOUS ITEMS 24.5.2) S/E mark double walled corrugated (DWC) HOPE, pipe 10 Kg/Cm2 ,laid 0.75 Metre below ground level including digging and refilling of earth including cost of suitable size socket/coupler for HOPE pipe including the cost of labour and material required to complete the job in all respect up to the entire satisfaction of Engineer in charge of the work.24.5.2.5) DWC/HDPE pipe 120/105 mm outer dia/inner dia |
| 292 | NS E -1) Supply of LED Surface Mounted Square/Rect. Bulkhead Light. The Fixture should be Made of PDC Housing.PF>.95, System Wattage 10w with Minium 100 lumens/W in 5700k. The Fixture should be IP-65of Makes :-PHILIPS(WT202WLED6SNWPSUS2PC)/ BAJAJ(112334-BIBWP 10W LED) /CGL: LBHN-10-CDL/GE/OSRAM/WIPRO/Havells |
| 293 | NS E -2) Supply of Surface MountedBracket/wall light . The Fixture should be Made of chrome&metal Housing.PF>.95, System Wattage Tronto E27,24Ww with Minium 1500 lumens in 5700k. The Fixture should be of Makes :-PHILIPS: 45617/17 Vasa(915004400401)/GE/OSRAM/BAJAJ/CGL /WIPRO/havells |
| 294 | NS E -3) SITC of 45W LED Street Light. The Fixture should be Made of pressure diecast housing with TOUGHNED GLASS diffuser and indivisual LEDs with secondary optics with IP 66 protection. PF>.95, System Wattage LED 45W with Minium 1500 lumens in 5700k. The Fixture should be of Makes :-BAJAJ EDGE (169799 BRTFG 45W LED) /PHILIPS BRP409 LED 040 CW HO MR FG S1 PSU GR/CGL LSTP-45 CDL /GE/OSRAM/WIPRO/Havells( 12 for poles) |
| 295 | NS E -4) Supply of 1x18W or 18/20W LED1200mm Batten Light. The Endura Fixture is a surface & wall mounted LED batten with extruded aluminium housing and robust construction . PF>.95, System Wattage LED 20W with Minium 1500 lumens in 5700k. The Fixture should be of Makes :-PHILIPS(BN108C LED 20S PSU CDL WH)/BAJAJ(169846 BLTRU20W WH VIVA ) /GE/OSRAM/CGL/Havells |
| 296 | NS E -5) SITC6W LEDaesthetically brillient surface picture/mirror light. The Fixture comprisesofaluminium withsilver/gold finish . PF>.95, System Wattage LED 6W with Minium 1500 lumens in 5700k of size 70x87x350mm. The Fixture should be of Makes :-PHILIPS(Code 919215850143)/BAJAJ /GE/OSRAM/CGL/Havells etc |
| 297 | NS E -6) Supply of 2x18W or 36/40W LED1200mm Batten Light. The Endura Fixture is a surface & wall mounted LED batten with extruded aluminium housing and robust construction . PF>.95, System Wattage LED 40W with Minium 1500 lumens in 5700k. The Fixture should be of Makes :-PHILIPS(BN108C LED 40S PSU CDL WH)/BAJAJ(169846 BLTRU 40W WH VIVA ) /GE/OSRAM/CGL |
| 298 | NS E -7)SUPPLY OF PVC/XLPE INSULATED ARMOURED CABLES Supply of aluminium onductor PVC/XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS:7098 (Part-1)1988. Make Havells,Polycab,Finolex,KEI(i) Overall size 35sq.mm (3½ Core) Armoured( Incoming to 7 UPS+ Incomig to Lift+ Incoming to Water pump panel+incoming to fire pump panel+Incoming to Goods lift+ Incomig to Lighting,Power & Raw Power DB\"s=50x24=1200 |
| 299 | (ii) Overall size 150sq.mm (3½ Core) Armoured( DG Incoming from CSS 100mtr+Spare Length100=200mtr) |
| 300 | (iii) Overall size 16sq.mm (4Core) Armoured( St Light 12x50=600) |
| 301 | NS E -8) Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.(DSR 1.19 Based) |
| 302 | NS E -9) SITC of 24 Port POE Rack Mountable, Gigabit Switch with 4 SFP Port etc. as reqd. D-Link DGS-1210-28 P 10/100/1000Mbps Unmanaged Ethernet Switch with 1 year Warrenty(For Data points distribution) |
AI Tender Summary
Tender Timeline
Feb 23, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMar 17, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 21, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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