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| Sl. No. | Item Description |
| 1 | Estimate for Civil Work |
| 2 | EARTH WORKS |
| 3 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:2.1.1 All kinds of soil 0.30 m &above |
| 4 | Add to item 251 for every additional 30m. (100 fts.) lead or part of 30m. (100 fts.) or for every additional 1.5 m. (5fts.) lift or part of 1.5m. (5fts.). |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 6 | Cartage of Ballast,Kankar,Coal,Grit or Sand etc.including loading and unloading but excluding stackings on pucca roads.(10 km) |
| 7 | 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 8 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 9 | CONCRETE WORKS |
| 10 | Providing and laying Cement concrete 1:3:6 (1 cement ; 3 Coarse sand : 6 graded Stone Ballast 40mm. Nominal size.) including supply of all materials, labour and T & P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation & floors. |
| 11 | Providing and laying Cement concrete 1:4:8 (1 cement ; 4 Coarse sand : 8 graded Stone Ballast 40mm. Nominal size.) including supply of all materials, labour and T & P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation & floors. |
| 12 | REINFORCED CEMENT CONCRETE WORK |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 15 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 16 | Shelves (Cast in situ) |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 18 | Stairs, (excluding landings) except spiral-staircases. |
| 19 | Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. |
| 20 | Lintels, beams, plinth beams, girders, bressumers and cantilevers.with water proof ply 12 mm thick |
| 21 | Mild steel or iron in plain work shch as reinforced concrete or reinforced brick work (when not included in over all rate) wrought to required shap as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. |
| 22 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in vertical & horizontal fins, individually or forming box louvers, setting in cement mortar 1:2 (1 cement : 2 coarse sand), including the cost of required centering, shuttering but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 23 | BRICK WORK |
| 24 | B/W with bricks of class 75 in found & plinth in CM 1:4 |
| 25 | As in item (303) to (307) above but in super structure above including necessary cutting and moulding of brick work as required and also including honey combed brick in thickness of wall not to be less than 1. 1/2 brick thick. Add For Extra labour to above items. |
| 26 | Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry . |
| 27 | STONE WORK |
| 28 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 29 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 30 | Extra for random rubble masonry with hard stone curved on plan for a mean radius not exceeding 6 m. |
| 31 | MARBLE & GRANITE WORK |
| 32 | 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. Granite of any colour and shadeArea of slab upto 0.50 sqm (for Counter) |
| 33 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing.50 mm thick |
| 34 | Providing and fixing dry cladding upto 10 metre heights with stone (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). |
| 35 | 30mm thick gang saw cut red Sand stone |
| 36 | 50mm thick Mandana stone |
| 37 | Providing and fixing structural steel frame (for dry cladding with 50 mm thick gang saw cut with machine cut edges agra red / Mandana stone) on walls at all heights using M.S. square / rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of MS brackets / lugs of angle iron / flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) of size 300x230x300 mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps / pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer-in-Charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-Charge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid.) |
| 38 | Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge. |
| 39 | Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. |
| 40 | Providing and fixing expandable fasteners of specified size with necessary plastic sleeves and galvanised M.S. screws including drilling holes in masonry work /CC/ R.C.C. and making good etc. complete.40 mm long |
| 41 | WOOD & PVC WORK |
| 42 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) |
| 43 | 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 upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessaryaccessories and screws etc. complete. |
| 44 | STEEL WORK |
| 45 | 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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 46 | 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. 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 47 | Providing and fixing ball bearing for rolling shutters |
| 48 | Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured). |
| 49 | FLOORING WORK |
| 50 | 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) : 25 mm thick. |
| 51 | Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge: |
| 52 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 53 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : 50 mm thick |
| 54 | Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. |
| 55 | Providing and laying gang saw cut 50 mm thick red agra stones of in required design (simple geometrical, abstract etc.) and in patterns in combination with red agra stones of different colours, shades and finished surface texture etc. in linear portion of the floor all complete as per architectural drawings laid over 20 mm (average) thick base of cement mortar 1:3 (1 cement: 3 coarse sand) laid and jointed with white cement slurry @ 4.4 kg/sqm incluidng pointing with white cement slurry admixed with pigment to match the red agra stones shade including rubbing, curing and polishing etc. all complete as specified and as directed by the E/I. (A.R.) |
| 56 | ROOFING WORK |
| 57 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 58 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) |
| 59 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. |
| 60 | Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works |
| 61 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work |
| 62 | ROAD WORKS |
| 63 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.New work (Two or more coats) |
| 64 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 65 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 66 | Providing and laying 80mm thick rubber mould tiles of precast comprest CC paving minimum 30MPA compressive strength (ISI Marked) with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 67 | ALUMINIUM WORK |
| 68 | 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 / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 69 | 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) Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 70 | 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): With float glass panes of 5.50 mm thickness |
| 71 | Filling the gap in between aluminium frame and adjacent RCC/Brickwork/ Stone Work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge Upto 5mm depth and 5mm width |
| 72 | WATER PROOFING |
| 73 | 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 upto 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-chargeover 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 upto 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 2.75kg/sqm of cement admixed with water proofing compound confirming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar 1:4 (1 cement : 4 coarse sand ) admixed with water proofing compound confirming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm 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:With average thickness of 120mm and minimum thickness at khurra as 65mm. |
| 74 | DISMANTLING WORKS |
| 75 | Dismantling sundried brick work including stacking of dismantled materials as directed by Engineer-in-charge with in a distance of 60m |
| 76 | Dismantling reinforcement cement concrete or reinfocement brick work, including stacking of material as directed by Engineer-in-charge with in a distance of 60m |
| 77 | MISC.WORKS |
| 78 | Supply and Installation of tensile membrane (5mx5m) in position inclduing RCC foundation work, Fabrication etc. all complete as specified and as directed by the E/I. (A.R.) |
| 79 | Designing, Supply and installation & Test of Fountain in 10m dia area with following scope of works |
| 80 | Supply and Installation of Kids Play Equipment in position inclduing RCC work, Fabrication etc. all complete as specified and as directed by the E/I. |
| 81 | Multiplay System |
| 82 | Sea-Saw Two Seater |
| 83 | Jumping Animals |
| 84 | Supply and Installation of outdoor Gym Equipment in position inclduing RCC work, Fabrication etc. all complete as specified and as directed by the E/I. |
| 85 | Standing-Seating Pendulam Twister |
| 86 | Shoulder Builder(shoulder press) |
| 87 | Sky Walker |
| 88 | Butterfly Muscle Gain |
| 89 | Air Walker |
| 90 | Chest Press |
| 91 | Providing and laying in position Elastomeric polymer modified water proofing for roof for terrace garden |
| 92 | Supply, Installation, Testion & Commissioning of Mushroom Nozzles Body:- Brass (Chrom Plated) |
| 93 | Supply and fixing of dustbin in location including ss frame of dustbin, assembling, cement concret works all complete as per direction of engineer incharge |
| 94 | Estimate for Signage Work |
| 95 | EARTH WORKS |
| 96 | Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 'A tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift All kinds of soil . |
| 97 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 98 | Cartage of Ballast,Kankar,Coal,Grit or Sand etc.including loading and unloading but excluding stackings on pucca roads.(10 km) |
| 99 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 100 | CONCRETE WORKS |
| 101 | Providing and laying Cement concrete 1:3:6 (1 cement ; 3 Coarse sand : 6 graded Stone Ballast 40mm. Nominal size.) including supply of all materials, labour and T & P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation & floors. |
| 102 | REINFORCED CEMENT CONCRETE WORK |
| 103 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. |
| 104 | Mild steel or iron in plain work shch as reinforced concrete or reinforced brick work (when not included in over all rate) wrought to required shap as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. |
| 105 | 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 is recoverable seprate . Where as excess cement required as per approved design make is not paid.All works upto plinth level. |
| 106 | STEEL WORK |
| 107 | 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 108 | FINISHING WORKS |
| 109 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work |
| 110 | ROAD WORKS |
| 111 | Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer--in-charge. Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm |
| 112 | Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm |
| 113 | Cautionary /warning sign boards of rectangular shape having each side of 750x600 mm with support length of 3650 mm |
| 114 | Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer- ncharge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). |
| 115 | Overhead informatory road signage |
| 116 | Estimate for Horticulture Work |
| 117 | EARTH WORK |
| 118 | Uprooting rank vegetation and weeds by digging the area to a depth of 60cm removing all weeds and other growth with roots by forking repeatedly, breaking clods,rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. |
| 119 | Excavation in dumped stones or malba including stacking of serviceable and unserviceabl material separately and disposal of usserviceable material lead up to 50 m and lift up to 1.5 m disposed material to be neatly dressed. |
| 120 | Fine dressing of the ground. |
| 121 | GRASS WORK |
| 122 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). |
| 123 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 124 | Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and earth shall be paid for separately). |
| 125 | In rows 5 cm apart in both directions |
| 126 | With Grass Turf |
| 127 | Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure, mixing the same with forked soil, watering and maintaining the lawn for 60 days or more till the grass forms a thick lawn free from weeds and fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure (The manure/sludge shall be paid for separately). |
| 128 | TREES |
| 129 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 130 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) : |
| 131 | Holes 1.2 m dia and 1.2 m deep |
| 132 | SHRUBS |
| 133 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 134 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) : |
| 135 | Holes 60 cm dia, and 60 cm deep |
| 136 | SWEET EARTH |
| 137 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment). |
| 138 | MANURE |
| 139 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 20 mm |
| 140 | SITE PREPARATION |
| 141 | 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.All kinds of soil |
| 142 | Site preparation by tractor impliments |
| 143 | Hire and running charges of tipper |
| 144 | Hire and running charges of loader |
| 145 | Tractor with ripper attachment |
| 146 | Tractor with trolley |
| 147 | ANTI TERMITE |
| 148 | Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. |
| 149 | TREE GUARD |
| 150 | Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge. |
| 151 | Supplying at site including all cartage, leads and lifts, loading and unloading , transport and all taxes and duties, planting below mentioned best quality container- grown healthy trees of species as specified. All trees to be approved before planting.(Inclussive maintenance for ONE year after planting and handing over.) |
| 152 | Delonix regia (Minimum 1500mm-1650 mm height |
| 153 | Peltoforum ferruginum (Minimum 1500mm- 1650mm height@2500mmc/c) |
| 154 | Mimosops elengi (Minimum 1800mm-1950mm height@2500mmc/c) |
| 155 | Polyalthia longifolia (Minimum 1800mm-1950mm height@2500mmc/c) |
| 156 | Mangifera indica (600mm to 7500mm) |
| 157 | Citrus spp. (Orange, Mosambi, Lemon, Grape fruit) (900mm to 1200mm) |
| 158 | Syzygium cumini (1500mm to 1650mm) |
| 159 | SHRUB |
| 160 | Supplying at site includding all cartage, leads and lifts, loading and unloading , transport and all taxes and duties, planting below mentioned best quality container- grown healthy shrubs of species as specified. All trees to be approved before planting.(Inclussive maintenance for ONE year after planting and handing over.) |
| 161 | Hamelia patens (Minimum 600mm-750mm height) |
| 162 | Clerodendron Inerme (Minimum250mm- 300mm height) |
| 163 | Jasminum humile (Minimum 300mm- 450mm height) |
| 164 | GROUND COVER |
| 165 | Supplying at site includding all cartage, leads and lifts, loading and unloading , transport and all taxes and duties, planting below mentioned best quality container- grown healthy shrubs of species as specified. All trees to be approved before planting.(Inclussive maintenance for ONE year after planting and handing over.) |
| 166 | Iresine herbestii (200mm-300mm) |
| 167 | Duranta golden (150mm-200mm) |
| 168 | Ficus long island (1200mm-1500mm) |
| 169 | LAWN CARPET |
| 170 | Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenancefor 30 days or more till the grass establish properly, as per direction of officer-in-charge. |
| 171 | Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge |
| 172 | Estimate for PHE Works |
| 173 | SOIL WASTE & VENT PIPES AND FITTINGS |
| 174 | Providing and fixing soil, waste and vent pipes : |
| 175 | 100mm Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 |
| 176 | 75mm Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989. |
| 177 | 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.: For 75 mm dia pipe |
| 178 | Providing and fixing plain bend of required degree. 100mm centrifugally cast (spun) iron S&S as per IS:3989. |
| 179 | Providing and fixing heel rest sanitary bend75mm centrifugally cast (spun) iron S&S as per IS:3989. |
| 180 | Providing and fixing single equal plain junction of required degree : 100x100x100 mm Sand cast iron S&S as per IS - 3989 |
| 181 | Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 75mm Sand cast iron S&S as per IS - 3989 |
| 182 | Providing and fixing terminal guard : 75mm Sand cast iron S&S as per IS - 3989 |
| 183 | Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 75mm |
| 184 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100mm inlet and 100mm outlet Sand cast iron S&S as per IS: 3989 |
| 185 | Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : 75mm diametre pipe |
| 186 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 187 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. (Internal work) |
| 188 | 32mm nominal bore |
| 189 | 50mm nominal bore |
| 190 | Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : |
| 191 | 32mm diameter pipe |
| 192 | 50mm diameter pipe |
| 193 | INTERNAL WATER SUPPLY |
| 194 | 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 |
| 195 | 25 mm nominal outer dia Pipes |
| 196 | 32 mm nominal outer dia Pipes |
| 197 | 40 mm nominal outer dia Pipes |
| 198 | 50 mm nominal outer dia Pipes |
| 199 | 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. |
| 200 | 15 mm nominal outer dia Pipes |
| 201 | 20 mm nominal outer dia Pipes |
| 202 | 25 mm nominal outer dia Pipes |
| 203 | 32 mm nominal outer dia Pipes |
| 204 | 40 mm nominal outer dia Pipes |
| 205 | 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. |
| 206 | Providing and fixing lever operated gun metal ball valve with brass ball. |
| 207 | 25mm nominal bore |
| 208 | 32mm nominal bore |
| 209 | 40mm nominal bore |
| 210 | 50mm nominal bore |
| 211 | SANITARY FIXTURES |
| 212 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 213 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. |
| 214 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. |
| 215 | Providing and fixing white vitreous china 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. |
| 216 | Providing and fixing white glazed vitreous china wash basins with C.P. pillar tap/mixer, C.P. brass waste 32mm C.P. bottle trap and unions and sealing of joints between wash basins and counter slabs around the wash basins with Silicone rubber cement of approved make of matching colour all complete including cutting and making good the walls and floors where required. Stainless Steel AISI-304(18/8) Wash basin 530x345 mm with single 15 mm C.P. brass pillar tap |
| 217 | 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 : Kitchen sink with drain board 510x1040 mm bowl depth 250 mm |
| 218 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :(with WC) 15 mm nominal bore |
| 219 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.(with Drinking water, Shower & Janitor Sink) 15 mm nominal bore |
| 220 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. |
| 221 | Providing and fixing 600x450 mm beveled 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. |
| 222 | Providing and fixing automatic high pressure electric water heaters HAVELLS-Monza or equivalent make VENUS-Magma-Vertical /RACOLD-Etrno-2 ER2 with glass lining thermostats with each element and high temperature cut off, necessary insulation, safety valve, etc. all complete. 15 litres (15GV) |
| 223 | Providing and fixing S.S. hinged grating, 1.5mm thick with frame (Neer Cat. No. - NRG 7006 or equivalent make CHILLY-CRG-R-127 (Square Classic)/JAYNA NEW HEAVY GRATINGS Cat. No. NHG 140 including setting in floor with cement mortar 1:3. |
| 224 | Providing and fixing C.P. brass twin robe hooks, JAQUAR Cat. No. 1161 or equivalent make GROHE Cat. No. 40461000 & KOHLER Cat. No. - K-16256-CP. |
| 225 | Providing and fixing, Glass Bottle Liquid Soap Dispenser with push lever assembly complete with soap refill - (JAQUAR Cat No. ACN-1135N) Make or approved equivalent GROHE Cat. No.- 40389KS0 & KOHLER Cat. No. -K-10712D-CP. |
| 226 | Providing and fixing CP brass Sink Mixer, mixing fittings (JAQUAR Cat. No. CON-CHR-309KN/ /KOHLER-K-37315IN-4-CP /GROHE Cat. No. -31233000 or approved equivalent. |
| 227 | Providing and fixing white glazed vitreous china Division Plates for urinals (H.S.I. Cat no. 61001 approved equivalent) of size 680x 300 mm. |
| 228 | Providing and fixing 15mm C.P. brass Connection Pipe Jaquar Cat No. ALD-805B (450mm Long Braided Hose with Two 15mm Nuts & Rubber Washers Without Nipple (Suitable for WC, Geysers & Basin Mixers) or equivalent make union nuts complete with C.P. brass flange including cutting and making good the walls wherever required. (with angle valve) |
| 229 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 |
| 230 | 15mm nominal bore |
| 231 | Providing and fixing toilet paper holder : (c.p. brass) |
| 232 | RAIN WATER PIPES AND FITTINGS |
| 233 | Providing and fixing SWR uPVC pipes (Type-B) confirming to IS 13592 : 1992 including all fittings e.g. plain or door bends, junctions, cowls, offsets, access pieces etc. jointing with rubber rings and solvent cement including cutting holes in RCC/ Masonry walls and floors wherever required and making good the same complete as per specifications. (The cost of cutting holes of all sizes in RCC walls, slabs & beams wherever required including making good the same with sealents as required by the engineer-in-charge shall be included in the rate). 160mm diameter |
| 234 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 235 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 236 | FIRE EXTINGUISHERS |
| 237 | Supply and fixing of fire extinguisher, ABC Type 4.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. Capacity 4 kg. IS 15683 |
| 238 | Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. Capacity 4.5 kg. I.S.I. Marked. |
| 239 | EXTERNAL WATER SUPPLY |
| 240 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. External Work 50mm nominal outer dia pipes |
| 241 | Providing, laying & jointing in position of uPVC pipes (I.S.:4985-1981) of 8kg/cm2 rating with all fittings and accessories e.g. couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. jointing as per manufacturers' instruction, including earth work in excavation and refilling (Earth work includes 450mm of soil cover over the pipe and width of 300mm). (For Irrigation lines). |
| 242 | 25mm OD- 8 kg/cm² |
| 243 | 32mm OD- 8 kg/cm² |
| 244 | 40mm OD- 8 kg/cm² |
| 245 | 50mm OD- 8 kg/cm² |
| 246 | 75mm OD- 8 kg/cm² |
| 247 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 248 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 249 | Providing, fixing, testing & commissioning lever operated gun metal ball valve with SS ball. |
| 250 | 25mm nominal bore |
| 251 | 50mm nominal bore |
| 252 | 65mm nominal bore |
| 253 | Providing, fixing, testing & commissioning of following valves, strainers, gauges in the chilled water plumbing duly insulated to the same specifications as the connected piping and adequately supported as per specifications.NON - RETURN VALVE with duel plate of C I body SS plates vulcanized NBR seal flanged end & PN 16 pressure rating for chilled / hot water circulation including insulation as specified.65 mm dia |
| 254 | SEWERAGE SYSTEM |
| 255 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete: |
| 256 | 100 mm diameter |
| 257 | 150 mm diameter |
| 258 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design: |
| 259 | 100mm dia SW pipe |
| 260 | 150mm dia SW pipe |
| 261 | 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 : 150 x 100mm size P-type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 262 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : |
| 263 | Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg):With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 264 | Extra for depth for manholes: Size 90 x 80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 265 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 266 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 267 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 268 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 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 : All kind of soils Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. |
| 269 | Constructing of masonry Grease Trap with brick masonry in cement mortar 1:5 (1 cement: 5 fine sand) RCC top slab with 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) including RCC Baffle walls, excavation and refilling inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) complete with Two nos. CI light duty Manholes covers of size 600x600x600mm at top slab. Size 1.5mx0.75mx0.75m deep |
| 270 | STORM WATER DRAINAGE SYSTEM |
| 271 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150mm dia RCC pipe |
| 272 | Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450mm precast RCC horizontal grating with frame complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 273 | Extra for depth beyond 45 cm of brick masonry chamber : For 455x610 mm size With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 274 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 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 : All kind of soils Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. |
| 275 | BOREHOLE FOR RAIN WATER HARVESTING (8 NOS.) |
| 276 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.All types of soil 300 mm dia |
| 277 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.150 mm nominal size dia |
| 278 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia |
| 279 | Providing and fixing bail plug/Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (Part-I). 150 mm dia |
| 280 | TUBEWELL AND TUBEWELL PUMPS (2 NOS.) |
| 281 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. (Quantity of depth of bore hole indicated in quantity is indicative. Exact depth will be ascertened as per water aquifer of site) Rocky strata including Boulders 300 mm dia |
| 282 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. (Quantity of pipes of indicated in quanty is indicative. Exact depth will be ascertened as per water aquifer of site) 150 mm nominal size dia |
| 283 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (Quantity of pipes of indicated in quanty is indicative. Exact depth will be ascertened as per water aquifer of site)150 mm nominal size dia |
| 284 | Providing and fixing M.S. clamp of required dia to the top of Casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm clamp. |
| 285 | Development of tube well in accordance with IS: 2800 (part I) and IS 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewel, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. (Quantity given is indicated in quantity is indicative. Exact time of development quality of water aquifer of site ) |
| 286 | Supplying of 150mm dia tail plug with all required specials complete as per directions of Engineer -in-Charge. 150 mm clamp. |
| 287 | Estimate for RWH & Grease Trap Civil Works |
| 288 | EARTH WORKS |
| 289 | Earth work in excavation in trenches for foundations pipes cable etc in soil mixed with Morrum, shingle. Khankar etc. including lift upto 1.5m lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i/c within a lead of 50m. |
| 290 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 291 | Cartage of Ballast,Kankar,Coal,Grit or Sand etc.including loading and unloading but excluding stackings on pucca roads.(10 km) |
| 292 | CONCRETE WORKS |
| 293 | Providing and laying Cement concrete 1:4:8 (1 cement ; 4 Coarse sand : 8 graded Stone Ballast 40mm. Nominal size.) including supply of all materials, labour and T & P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation & floors. |
| 294 | REINFORCED CEMENT CONCRETE WORK |
| 295 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 296 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 297 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 298 | Mild steel or iron in plain work shch as reinforced concrete or reinforced brick work (when not included in over all rate) wrought to required shap as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. |
| 299 | 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 is recoverable seprate . Where as excess cement required as per approved design make is not paid. All works upto plinth level. |
| 300 | STEEL WORK |
| 301 | 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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 302 | FINISHING WORK |
| 303 | 12mm Cement Plaster in single coat on fair side of single or half brick wall for interior plastering (1Cement: 3 Coarse sand) upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm. In grith and finished even and smooth. No extra for mixing any additive |
| 304 | Extra for plastering on ceiling and soffits of stairs upto floor two level instead of plastering on wall |
| 305 | DRAINAGE |
| 306 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar |
| 307 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 L D- 2.5 Rectangular shape 600x450 mm internal dimensions |
| 308 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 L D- 2.5 EHD - 35 Circular shape 560 mm internal dia |
| 309 | WATER PROOFING |
| 310 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 3 mm thick |
| 311 | Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. |
| 312 | Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : Serrated with central bulb (225 mm wide, 8-11 mm thick) |
| 313 | Estimate for Electrical Works |
| 314 | WIRINNG POINT |
| 315 | 3- Wiring Points in Conduit Partly Laid in slab and partly Concealed in Wall.Wiring point for light with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box, piano type switch & ceiling rose/angle/batten holder on 3mm thick phenolic laminated backalite sheet etc complete in all respect as directed including matching colour wash.Same as in item 138 (B) but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductorcable as earthwire drawn inside. |
| 316 | Wiring point for fan / fresh air fan (light duty exhaust fan) with 1.5 sq.mm.FRLSH PVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box , piano type switch & ceiling rose on 3 mm. thick backelite sheet etc., complete in all respect including matching colour wash. Same as in item 140 (B) but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit. |
| 317 | Wiring point for plug with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with14 SWG copper earth continuity wire and piano type switch and socket etc., complete in all respect including matching colour wash.Same as in item 141(B) but in PVC conduit with 1.5 sq. mm.FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit. |
| 318 | (B) Laying of conduit pipes in wall for total concealed light fan, plug points and for concealed sub mains |
| 319 | Supply and fixing and concealing of 20 mm dia. 16 SWG (1.5 mm.) thick rigid steel conduit pipe in the wall including cutting of brick work, laying of conduit and fixing it with M.S. hooks and then plastering with cement, sand mortar finished to the level, with matching colour wash including cost of proper threading of the conduit & providing necessary socket, bends and chuck nuts and as directed by the Engineer in charge with the supply of all material labour and T&P required for proper completion of work. |
| 320 | Supply and fixing and concealing of 20 mm dia. 2mm thick PVC conduit pipe with ISI mark embossed and with PVC accessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin / adhesive to make the complete piping rigid, plastering with cement sand mortar finished to the level with matching colour wash including cost of all material labour and T&P etc required for proper completion of the work as per directions and to the satisfaction of Engineer in charge. |
| 321 | Same as in item 148, but 25mm dia 16 SWG (1.5 mm) thick rigid steel conduit. |
| 322 | Same as in item 148 (A) but 25 mm dia 2 mm thick PVC conduit. |
| 323 | Same as in item 148, but 40 mm dia 14 SWG (2.0 mm) thick rigid steel conduit. |
| 324 | Same as in item 148 A, but 40 mm dia (2.0 mm) thick P V C conduit. |
| 325 | (C) G.P. Switch Boxes |
| 326 | Supply and fixing of switch box 100 x 100 x 50 mm size of approved make made up of 1.0 mm thick ISI Marked G.P.sheet All 4 corners folded & spot welded for screw and holes plugged with PVC Nylon Caps . Two or more holes for pipe entry of 25.4 mm on upper and lower sides of the box. Holes shuld be semi-shuttered type and fitted with heavy brass Earth Piller duly screwed & brand name should be embossed. Box flushed in wall including cutting of brick work, fixing it to the level with cement sand mortar, including matching colour wash with s/o all materials, labour and T&P required for proper completion of work as directed at site by the Engineer in charge. Same as in item No 159 but of but size 250 x 250 x 65mm size |
| 327 | Addition when modular type switches etc. are used in place of piano type switches etc. in various wiring points. |
| 328 | Add for light / fan points with modular type switch in place of piano type switch. |
| 329 | Add for 2 way light point with modular switches in place of piano type switches. |
| 330 | Add for plug point with modular switch & socket in place of piano type switch & socket. |
| 331 | Add for HPMV/Exhaust fan point with modular type switch in place of piano type switch. |
| 332 | SUB MAINS |
| 333 | (3) Submain in conduit (partly laid in slab and partly concealed in wall ( 2 Wire 1100 V Grade) |
| 334 | Supply and wiring of submain with two number 4 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting, with one number 14 SWG copper earth continuity wire including matching colour wash etc. complete in all respect. |
| 335 | As in item no. 221(B) but in 20 mm dia heavy duty (2 mm thick) PVC conduit with one no. 2.5 sq. mm. FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire drawn in conduit. |
| 336 | (9) Submain in conduit partly laid in slab and partly concealed in wall (4 Wire 1100 V Grade) |
| 337 | Supply and wiring of 4 number 10 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 32 mm dia heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting, with two number 10 SWG copper earth continuity wire including matching colour wash etc, complete in all respect. |
| 338 | As in item no. 278 (B) but in heavy duty (2 mm thick) PVC conduit with 2 nos 6 sq.mm. FRLSH PVC insulated copper conductor cable as earth continuity wire drawn inconduit. |
| 339 | Supply and wiring of 4 number 16 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 40 mm dia heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting, with two number 10 SWG copper earth continuity wire including matching colour wash etc, complete in all respect. |
| 340 | Supply and wiring of 4 number 16 sq. mm. PVC insulated 1100 V grade single core Copper conductor cable in 40 mm dia PVC conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting, with two number 10 sq mm single core Copper conductor cable as earth continuity wiredrawn in coudit including matching colour wash etc, complete in all respect. |
| 341 | (14) Wiring of Submains with copper cable using existing PVC conduit |
| 342 | Supply and wiring of submains with 2 nos. 2.5 sq mm & with 1 no earth wire of 1.5 sq mm FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in existing PVC conduit complete, including supply of all material, labour and T & P etc. required for proper completion of the work as directed by Engineer in charge. |
| 343 | Same as in item 291 but with 2 nos. 6 sq mm and 1 no 4 sq mm FRLSH PVC insulated copper conductor cable. |
| 344 | Same as in item 291 but with 4 nos. 10 sq mm FRLSH PVC insulated copper conductor cable. |
| 345 | SWITCHES AND DISTRIBUTION BOARDS |
| 346 | (8) Earth Leakage Circuit Breaker (Din Rail Mounting) |
| 347 | S&F and making connection of 16A 2 pole 30mA ELCB/RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge. |
| 348 | S&F and making connection of 25A 2 pole 30mA ELCB/ RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge. |
| 349 | EARTHING AND LIGHTING CONDUCTOR |
| 350 | ENCAPSULATED PIPE - IN- PIPE EARTHING |
| 351 | Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.I . strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. |
| 352 | Supply and burring of Safe Earthing Electrode T-19, (Hot Dip Galvanized), Length up to 3000mm, outer Dia 50 mm inner Dia 25 mm, terminal Dia 12mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity and one earthing lead of 25mm x 3mm G.I. strip, upto switch board (from apron to switch board, the cost of G.I. strip will be extra) along with 30 cm square C.I. frame with hinged cover & masonry housing.Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. |
| 353 | Supply and burring of Safe Earthing Electrode T-19 Zn- Zinc Coated, Length 3000mm, outer pipe 48.4mm x 3.2mm, inner pipe 26.9mm x 2.6, terminal Dia 12 mm, coating 80-100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cover & masonary housing. (From electrode terminal to switch board, cost of 25 x 3 G.I. Strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. |
| 354 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required. |
| 355 | MINIATURE CIRCUIT BREAKER |
| 356 | S&F of 6 Amp to 32 Amp. SPMCB (10 KA) C CurveCAT B |
| 357 | S&F of 6 Amp. to 32 Amp. DP MCB (10 KA) C Curve CAT B |
| 358 | S&F of 6 Amp. to 32 Amp. 4 pole MCB (10 KA) CCurve CAT B |
| 359 | S&F of 63 Amp. 4 pole MCB(10 KA) C Curve CAT B |
| 360 | S&F surface/flush mounting 8ways SPN distribution board with additional metal door without MCB complete in all respect, as directed by Engineer in charge. CAT B |
| 361 | S & F surface/Flush mounting 4ways V TPN distribution board with additional metal door without MCB complete in all respect,as directed at site by Engineer in charge. CAT B |
| 362 | S & F surface/Flush mounting 8ways V TPN distribution board with additional metal board without MCB complete in all respect,as directed at site by Engineer in charge. CAT B |
| 363 | S & F sheet steel enclosure surface/Flush mounting fitted with 20Amp. 2Pin and earth metal clad scraping earth plug and socket complete in all respect. as directed at site by Engineer in charge. CAT B |
| 364 | S & F sheet steel enclosure surface/Flush mounting fitted with 30Amp. 2Pin and earth metal clad scraping earth plug and socket complete in all respect. as directed at site by Engineer in charge. CAT B |
| 365 | S & F sheet steel enclosure for S.P/ D.P. MCB with neutral link and earth terminal. CAT B |
| 366 | MISCELLANEOUS ITEMS |
| 367 | Erection and testing of ceiling fan and regulator for room height upto 3.5 metres including supply of 3mm thick G.I.Pipe19mm dia. Duly painted, complete in all respect. |
| 368 | Erection and testing of exhaust fan on the existing holewith suitable size of rag bolts, nuts and washers etc., complete in all respect. |
| 369 | Making hole in the wall for exhaust fan and finishing properly complete in all respect. |
| 370 | Supply and fixing of fire extinguisher, ABC Type 6.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completionof work. |
| 371 | Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completionof work. |
| 372 | Supply and fixing of fire bucket, round bottom made ofG.I. sheet 9-11 litres capacity duly painted as per fire brigade design, supported on hanging bracket chained and locked, initially filled with fine river sand, water as per directions of Engineer-in-Charge. |
| 373 | Supply and fixing of shock treatment chart (prescribed under I.E. rules) duly framed with glass and supported from back with hard board or soft board with supply of all material labour T&P for proper completion of work. |
| 374 | Supply and laying of 1800mm x 900mm x 12mm thick chequered rubbbber matting of tested quality. |
| 375 | Supply and fixing of power plug with 20 Amp./250 volt flush type modular switch and 5 pin 20 A/250 volt flush type universal modular socket switch on concealed M.S box including supply of all material, labour T&P etc. required for proper completion of work. |
| 376 | Supply and fixing of 2 metres high cage fabricated with 3mm thick expanded metal fixed on 50mm x 50mm x 6mm angle iron frame having vertical members spaced at 1 to 1.25 mts and horizontal members spaced at 1 mt. The vertical members shall be grouted in floor and horizontal members in the wall to a depth of 300mm with ends forked.The cage shall have 2000mm x 1000mm size one leaf door with locking device having door frame fabricated with 35mm x 35mm x 6mm angle iron and 3mm expanded metal duly fixed with the cage member with hinges etc. The cage shall be painted with red oxide primer and synthetic enamel paint. The job includes all materials, labour, T&P etc. for proper completion ofwork. |
| 377 | Supply of Ceiling Fans with fan motor of A.C Permanent insulation, capacitor rating conforming BEE 5 Star rating and IS:374/79 and also comply with IS:1709/1984 with latest amendment. The rated voltage 220/240 volts, 50Hz, 1-ph AC the fan assemble should consists of down rod blades, shackle canopies etc and with double ball bearing system BEE 5 Star rated-1200mm sweep |
| 378 | ELECTRONIC ITEMS |
| 379 | Supply and fixing of electronic fan dimmer (Modular) 300/400 watt, ISI marked, on the existing switch board including making connections, required material, labour T&P etc. for proper completion of work to the satisfaction of Engineer in charge of work. |
| 380 | LED LUMINAIRES |
| 381 | DOWN LIGHT LUMINAIRES |
| 382 | Supply and fixing of water tight oblong 10 Watt LED bulkhead luminaire with driver set confirming to IP 65 and above Protection . complete in all respect.CAT-AAA |
| 383 | Supply and fixing of Single LED light wall bracket 3 to 6 Watt on matching M.D.F.E.G Board base etc. complete in all respect.CAT- AAA |
| 384 | Supply & Fixing of 20 Watt LED Surface Mounting weather proof Luminaire with PC Housing and opal finish cover confirming to IP 65 Complete in all respect.CAT- AAA |
| 385 | Supply & Fixing of 40 Watt LED Surface Mounting weather proof Luminaire with PC Housing and opal finish cover confirming to IP 65 Complete in all respect.CAT-AAA |
| 386 | PATH LIGHT & BOLLARD LUMINAIRES |
| 387 | Supply and fixing of 3 Watt LED Path / Walkover luminaire having powder cotated die cast aluminium body with drive set . Confirming to IP 65 Protection complete in all respect.CAT-AAA |
| 388 | Supply and fixing of 3 Watt to 6 Watt LED Spot / Spike light luminaire Confirming to IP 66 Protection complete in all respect.CAT-AAA |
| 389 | Supply and fixing of decorative 8 to 16 Watt LED bollard luminaire with driver set confirming to IP 65 protection complete in all respect.CAT-AAA |
| 390 | Supply and fixing of decorative 40 to 45 Watt LED Post top indirect light luminaire having Pressure die cast aluminium body and Clear glass with driver set confirming to IP 65 and above protection complete in all respect.CAT-AAA |
| 391 | FLOOD LIGHT LUMINAIRES |
| 392 | Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 70 to 90 Watt. Confirming to IP 65 protection complete in all respect.CAT-AAA |
| 393 | MAIN DISTRIBUTION BOARDS |
| 394 | Supply, Installation, Testing and Commissioning of cubicle type totally enclosed, dust and vermin proof double door, out door duty (IP-55) free floor mounting, free standing on a cubicle pedestal of suitable dimensions made of 1:2:4 CC platform, LT Panels / feeder pillar. The panel/feeder pillar shall be mounted at-least 300 mm high from the top of CC platform and having sloping roof on panel top with openable facility from both side and having a locking facility on both side doors, The panel/feeder pillar shall be made out of 14 SWG stove enamelled sheet steel with PU painted colour with teflon coating manufacture exactly as per specifications laid in this document, feeder pillar shall be complete with the main and auxiliary bus bars, astronomic Timer, suitable rating and duty contactor, MCBs, Time delay switch, Danger Notice Board, volt meter, Amp. Meter with selector switch, including lamps and prescribed outgoings, interconnections, cable glands, earth terminals and aluminium earth tape of 25 x 3 mm from end to end of the panel, earth bus and will be powder coated paint finished and consisting of the following. (All MCCBs shall have rotary handle) |
| 395 | All Switchboards shall be provided with detachable gland plates for ease entry of cables from the top/bottom as required and specified. |
| 396 | All live accessible parts shall be shrouded and all equipment shall be finger touch proof. The busbars shall be insulated with heat shrinkable sleeves/as per manufacturer's type tested proven design. SMC/DMC shrouds and busbar supports suitably spaced shall be used. Hinged doors with padlocking facility shall be provided on all outgoing feeders with switch handles lockable in OFF position. |
| 397 | The panel shall have aluminium/copper busbars (as stated) with bar type feeder connections, spacers etc. and neutral busbar shall be of same capacity or 100% rating of phase. |
| 398 | Earthing of all components, frame etc. to a common internal earth bar of minimum size 50 x 6 mm copper bar of suitable size |
| 399 | All accessories & supporting structures such as channels, ISMC base frame, mounting brackets, lifting lugs, panel heaters, ventilation arrangement etc as required. |
| 400 | The makes of components and accessories shall, to the extent practically feasible, be same for panels and boards for uniformity, standardisation and replaceability and shall be applicable to all panels/ boards under the scope of work |
| 401 | Switchboard including interconnections, labelling, earthing, associated foundation/masonary work & erection etc. complete as required. |
| 402 | All MCCBs shall be current limiting type microprocessor based, rated for requisite specified Service short circuit breaking capacity (Ics) suitable for isolation conforming to latest IEC947-2/IS13947-2 duly marked on MCCB, at operating voltage (Ue) of 415 V, insulation voltage (Ui) 750 V and with trip free mechanism, handle, indicating On/Off/Trip position. The breaking capacity as mentioned shall be Ics values. |
| 403 | All 4P MCCB has inbuilt feature of earth fault protection, whereas all TP MCCB's shall have external CT for neutral overload protection and earth fault protection |
| 404 | All incoming and outgoing MCCBs shall have minimum ON/OFF/Trip indication (Red, Green, Amber) with suitable rating MCB, similarly all incoming and outgoings of main LT panel and Main emergency panel, distribution panels shall have potential free contacts for connectivity to PLC for ON/OFF/TRIP status and control, as required, from BMS workstation through BUSNET/MODBUS protocol |
| 405 | All incomer breakers shall be provided with minimum 2 NO + 2 NC auxiliary contacts with a provision to add min. 6 Auxilary contacts. |
| 406 | All 4-pole MCCBs shall have fully rated neutral pole |
| 407 | The panels shall be fitted with an independent fire trace tube system and the cost of the same included into the quoted prices however the scheme and calculation of the fire trace tube system shall be got approved by an Engineer before proceeding with manufacturing and assembly. |
| 408 | FEEDER PILLARS CUM LT PANELS (FP) |
| 409 | Space Only to accommodate three phase energy meter (direct/CT operated) supplied by local SEB, inside the feeder pillar with a provision to take reading from outside itself, The meter shall be in a separate chamber with a lock/seal provision complete with all the require interconnections etc. and shall be the part of quoted value. |
| 410 | 1 Nos. 250 Amps Auto Transfer Switch, AMF logic with battery charger, requisite interconnections etc. complete in all respects for auto power transfer from one source to another. |
| 411 | Incoming |
| 412 | 1 Nos. 250 Amps FP feeder each having one number 3 phase 415 Volts, 50 Hz, 25 KA front operated 250 Amps. FP MCCB thermal magenatic based releases for over load and short circuit, auxiliary contact, Rotary handle, spreader link, etc. complete in all respects. |
| 413 | 1 Nos. 250 Amps FP feeder each having one number 3 phase 415 Volts, 50 Hz, 25 KA front operated 250 Amps. FP MCCB thermal magnetic based releases for over load and short circuit, auxiliary contact, Rotary handle, spreader link, etc. complete in all respects (to make provision to add additional alternate resource power source (DG/Solar Power etc.) input install in future. |
| 414 | Bus bar |
| 415 | 1 set of 400 Amps, 415 volts, 3 phase, 4 wire colour coded FP aluminium bus bar, after taking all derating (A derating factor of 0.66 must be taken for calculation of bus bar sizes. The bus bar size after derating shall be equal to the ampere given in the BOQ. The conductivity of bus bar shall not be less than 55%) and earth bus size shall be 10%. of the phase value. |
| 416 | Outgoings |
| 417 | 6 Nos. 100 Amps TP feeder each having one number 3 phase,415 Volts, 50 Hz, 25 KA front operated 100 Amps.TP MCCB with isolable neutral. |
| 418 | 12 Nos. 63 Amps FP feeder each having one number 3 phase 415 Volts, 50 Hz, 10 KA front operated 63 Amps. FP MCB complete in all respects. |
| 419 | Suitable Capacity Contactor's (AC-1 Duty) |
| 420 | Microprocessor base controller capable to communicate over GSM network |
| 421 | 16 Bit DSPIC30F Microcontroller based control unit |
| 422 | Real-time clock display and facility for setting through front panel |
| 423 | Battery backup for real-time clock for minimum 10 years |
| 424 | Inbuilt auto recovery systems for power failure which helps in streetlight operation |
| 425 | Automatic and manual modes to enable the user to switch on and off at any time |
| 426 | Auto / Manual facility by way of relay operation for faster service mode |
| 427 | GSM bidirectional communication with SIM900D |
| 428 | Withstand wide input variation of 180-270 Volts. |
| 429 | On/Off time is stored for 365 days based on region. Takes in to account even change of 1 minute’s difference between two successive days. |
| 430 | INSTRUMENTS |
| 431 | Sets of Multi Function Meter with suitable nos. control MCB's.(for incomer/outgoing) |
| 432 | Sets of phase indicating lamps, LED type, RYB with control MCBs. (for incomer/outgoing) |
| 433 | Sets of ON-OFF indication lamps (LED type) control MCBs. (for outgoing) feeders |
| 434 | 1 Lot of control wiring. |
| 435 | 1 Set of designation plates. |
| 436 | Other items such as:- |
| 437 | Illumination light interlocked with doors. |
| 438 | Suitable Nos. and dia of Exhaust Fan with Temp. rise thermostat. |
| 439 | 1 nos. 63 Amps. 3 pin industrial socket with 63 Amps 10 KA TP MCB for servicing etc. |
| 440 | All incomer shall be interlocked electrically and mechanically and shall be thru suitable rating ATS so that only one supply can be switched ON at a time as per decided order of priority. |
| 441 | FEEDER PILLARS |
| 442 | Supply, Installation, Testing and Commissioning of outdoor duty free standing, made of CRCA sheet feeder pillers on a cubicle pedestal of suitable dimensions, made of 1:2:4 CC platform. The feeder piller shall be 15 c.m. from top of CC platform and having a sloping roof on top with openable facility from both side and having a locking facility on both side door.Each feeder piller shall consist the following material. |
| 443 | The panels shall be fitted with an independent fire trace tube system and the cost of the same included into the quoted prices however the scheme and calculation of the fire trace tube system shall be got approved by an Engineer before proceeding with manufacturing and assembly. |
| 444 | Incoming |
| 445 | 1 Nos. 100 Amps TP feeder each having one number 3 phase,415 Volts, 50 Hz, 25 KA front operated 100 Amps. TP MCCB. |
| 446 | Bus bar |
| 447 | 1set 160 Amps, 415 volts, 3 phase, 4 wire colour coded TPN aluminium bus bar. |
| 448 | Outgoings |
| 449 | 8 Nos. 63 Amps TP feeder each having one number 3 phase,415 Volts, 50 Hz, 25 KA front operated 63 Amps.TP MCCB with isolable neutral. |
| 450 | Instruments |
| 451 | 1 Nos. 0-500 Volts, 96 sq.mm voltmeter with protection fuses and selector switch. |
| 452 | 1 Nos. 0-100Amps, 96 sq.mm ammeter with 100/5A CT's and selector switch. |
| 453 | 1 Sets R Y B phase indicating lamps with protection fuses. |
| 454 | 1 Lot of control wiring. |
| 455 | 1 Set of designation plates. |
| 456 | one no. 32 amps. 415 volts TP industrial type weather proof socket outlet with suitable plug top including one number 32 amps (10kA) TP MCB (C-Curve) mounted on surface can be assible from outside complete with connections as required. |
| 457 | LT CABLES AND ALLIED WORKS |
| 458 | Supply of following size 1.1 KV grade XLPE insulated, PVC sheathed, armoured Aluminium conductor conforming to IS 7098 (Part 1) amended upto date. |
| 459 | 4 c x 185 mm² |
| 460 | 4 c x 16 mm² |
| 461 | 4 c x 10 mm² |
| 462 | 3 c x 6 mm² |
| 463 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of XLPE insulated PVC sheathed aluminium conductor cable of 1.1 kV grade as required. |
| 464 | 4 c x 185 mm² |
| 465 | 4 c x 16 mm² |
| 466 | 4 c x 10 mm² |
| 467 | 3 c x 6 mm² |
| 468 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 469 | Upto 35 sq. mm |
| 470 | Above 95 sq. mm and upto 185 sq. mm |
| 471 | Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 472 | Upto 35 sq. mm |
| 473 | Above 95 sq. mm and upto 185 sq. mm |
| 474 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required. |
| 475 | Upto 35 sq. mm |
| 476 | Above 95 sq. mm and upto 185 sq. mm |
| 477 | Supplying and making cable route marker with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) of size 60 cm X 60 cm at the bottom and 50 cm X 50 cm at the top with a thickness of 10cm including inscription duly engraved as required. |
| 478 | Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate with inscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixing the same in ground as required. |
| 479 | Supplying and installing following size of perforated Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended fromthe ceiling with G.I. suspenders including G.I. bolts as required. |
| 480 | 300 mm width X 50 mm depth X 1.6 mm thickness |
| 481 | 150 mm width X 50 mm depth X 1.6 mm thickness |
| 482 | Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required |
| 483 | 80 mm dia pipe |
| 484 | 150 mm dia pipe |
| 485 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required |
| 486 | 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 487 | EXTERNAL ILLUMINATION |
| 488 | Supplying & commissioning of the following type fixtures including cost of suitable lamps, ballast or any other item required to complete the supply works. |
| 489 | Step Light (Amphitheater) |
| 490 | An outdoor duty (IP-65) recessed mounted fixture made of die cast aluminum powder coated of an approximate size of 75mm x 72 mm, suitable for 3 Nos 0.7 W LED. The fitting shall be complete with all control wiring etc. and shall be of Eurolite make EL-D1GA0334 or equivalent as approved by consultants. |
| 491 | Spike Light (Street Lighting) |
| 492 | An outdoor duty (IP-65) surface mounted fixture made of die cast aluminum powder coated of an approximate size suitable for 1 Nos 9 W LED. The fitting shall be complete with all control wiring etc. and shall be of Bajaj make BGSBL 9W LED WW or equivalent as approved by consultants. |
| 493 | DownLighter (Amphitheater, Kiosks, etc.) |
| 494 | An outdoor duty (IP-65) recessed mounted fixture made of die cast aluminum powder coated of an approximate size suitable for 1 Nos 9 W LED. The fitting shall be complete with all control wiring etc. and shall be of Tiswa make DLP121705 or equivalent as approved by consultants. |
| 495 | Bollard |
| 496 | An outdoor duty (IP-65) surface mounted fixture made of extruded aluminum with chromate coating housing of an approximate size suitable for 9W LED. The fitting shall be complete with all control wiring etc. and shall be of Bajaj make MUSHRUMZ BGBOS 600 9W LED or equivalent as approved by consultants. |
| 497 | Wall Washer |
| 498 | An outdoor duty (IP-66) wall/ceiling mounted fixture made of an extruded aluminum suitable for 14 W warm white LEDs. The fitting shall be complete with all control wiring etc. and shall be of iguzzini make BH23 or equivalent as approved by consultants. |
| 499 | FLEX LED STRIP Lighting |
| 500 | An outdoor duty (IP-65) surface mounted flex Strip LED fixture suitable for 12 W LEDs. The fitting shall be complete with all control wiring etc. and shall be of Orange make OREL-OR72#89-IN LED or equivalent as approved by consultants. Please Enable Macros to View BoQ information |
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