Tender For Construction Of Phase-1 Residential Quarters And Public Buildings Including Township, Infrastructure Works At Township For Mb Rapp 1 To 4 Project.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
15 Oct 2026
0 days left
EMD
10 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Banswara → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
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Address
Project Description
Tender for Construction Of Phase-1 Residential Quarters And Public Buildings Including Township, Infrastructure Works At Township For Mb Rapp 1 To 4 Project.
BOQ
| Sl. No. | Item Description |
| 1 | SCHEDULE A- (Civil and finishing work)Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 2 | 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 all lead and lift , as directed by Engineer-in-charge. (All Kind of Soil) |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manuall means overareas (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 from 1.5 m to 3.0 m m, as directed by Engineer-in-charge. Ordinary rock |
| 4 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.For Hard Rock (Blasting Prohibited) |
| 5 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.For Hard Rock (requiring blasting) |
| 6 | 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 for all lifts. |
| 7 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete |
| 9 | Providing and injecting Chemical emulsion for PRE CONSTRUCTIONAL anti-termite treatment and creating a chemical barrier on top surface of soil at level of plinth filling, inside junction of wall and floor, treatment for RCC foundation, treatment of soil along external perimeter of building and treatment of soil surrounding pipes, wastes and conduits as per IS 6313 (Part-2-2013) using chemical like imidacloprid 30.5 SC ( having ISI mark, Greenpro ) and proportion of dilution with water shall be as per IS 6313 part2 . The emulsion shall be applied as mentioned in IS 6313 (Part-2-2013), all as per specification and directions of Engineer-in-charge. Plinth area in plan at GF shall only be measured and paid. Rate shall be inclusive of material required for Anti Termite Treatment and labour and equipment's required for applying in any condition all etc. complete as directed by engineer in charge |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete |
| 12 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 13 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mmthick and access platform |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 16 | Stairs, (excluding landings) except spiral-staircases |
| 17 | Weather shade, Chajjas, corbels etc., including edges |
| 18 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete- All works at all level - Concrete of M15 grade with minimum cement content of 240 kg /cum |
| 19 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. - All works upto plinth level - Concrete of M35 grade with minimum cement content of 370 kg /cum |
| 20 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. - All works above plinth level upto floor V level - Concrete of M35 grade with minimum cement content of 370 kg /cum |
| 21 | Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for all levels. - Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 23 | 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. |
| 24 | Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). |
| 25 | Providing and laying autoclaved aerated cement blocks masonry with 100 mm thick AAC blocks in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. |
| 26 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) (INTERNAL SIDE ) |
| 27 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with spongeas also including groving directed by Engineer-in-charge. (EXTERNAL SIDE ) |
| 28 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) (CEILING PLASTER ) |
| 29 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 30 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre |
| 31 | Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives. New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. |
| 32 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour Two coats |
| 33 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work |
| 34 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine 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. |
| 35 | Providing and laying Double charge vitrified tile polished finish of size 600x1200 floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slury @ 3.3 kg/ sqm including Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting , Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily finishing complete as per direction of Engineer-incharge |
| 36 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-incharge etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed Vitrified tiles Antiskid finish of size - Size of Tile 600 x 600 mm |
| 37 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-incharge etc Size of Tile same as of flooring Size of Tile 600 x 600 mm |
| 38 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-incharge etc. (Anti skid type) |
| 39 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm iGrouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-incharge etc. |
| 40 | 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..galaxy Granite/ Cherry/Ruby red of any colour and shade. (Area of slab over 0.50 sqm) |
| 41 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building window sills, facias and similar locations ofall complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. - Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent |
| 42 | Providing and laying flamed finish Granite stone of steel grey color Black, Cherry Red, Elite Brown, Cat Eye or equivalent flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge |
| 43 | Providing and laying flamed finish Granite stone of steel grey color flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge in riser etc |
| 44 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. (Granite work) |
| 45 | 62 mm thick cement concrete flooring with concrete hardener topping, colorful paint under layer 50mm 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 |
| 46 | Kota stone work in shelves, including rubbing and polishing complete - Miirror polished Kotah Stone |
| 47 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: (i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area.(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm). |
| 48 | 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-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls 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 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for aluminimum 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 120 mm and minimum thickness at khurra as 65 mm. ) |
| 49 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:Fixing with adjustable lugs with split end tail to each jamb Profile E (double) |
| 50 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:Fixing with adjustable lugs with split end tail to each jamb Profile B |
| 51 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. - 35 mm thick including ISI marked Stainless Steel butt hinges 100X58X1.90 mm with necessary screws entrance gate including 2nos SS sliding door bolt of size 200x10mm, 1nos SS tower bolt (plate type) size 200x10mm, 2 nos SS handle 125mm, 1nos door stopper, |
| 52 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) nondecorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges 100X58X1.90 mm with necessary screws, other shutters including 2nos SS sliding door bolt of size 200x10mm, 1nos SS tower bolt (plate type) size 200x10mm, 2 nos SS handle 125mm, 1 nos SS door stopper kick and lever type, |
| 53 | Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws :Second class teak wood 35 mm thick shutters - With ISI marked stainless steel butt hinges 100X58X1.90 mm of required size - entrance gate 1 nos SS sliding door bolt of size 200x10mm, 1nos SS tower bolt (plate type) size 200x10mm, 1 nos SS handle 125mm, 1 nos door stopper, |
| 54 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/ window/Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.Frame size 45 x 70 mm |
| 55 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter andfixing with stainless steel butt hinges of required size 100X58X1.90 mm with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. 35 mm thick including 2nos SS sliding door bolt of size 200x10mm, 1nos SS tower bolt (plate type) size 200x10mm, 2 nos SS handle 125mm, 1 nosdoor latch |
| 56 | 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. - For fixed portion - Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of gradeAC 15) - (Feame 20831) |
| 57 | 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. - 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 - Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) - (Shutter 20846) |
| 58 | 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 mm thickness (weight not less than 12:50 kg/sqm) |
| 59 | Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm allcomplete. - With 12 mm mild steel U beading |
| 60 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete |
| 61 | Providing and fixing Digital door locks: Access Controlled Handle Door Lock Only RFID card based Access Control with energy saver switch all complete as per EIC instructions |
| 62 | Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. - 40 mm |
| 63 | Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete - Triple strip vertical type |
| 64 | Providing and fixing 19mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes, shelves, racks, almirah, cupboard and drawer etc. including necessary nails,screws etc. complete as per direction of Engineer-incharge. |
| 65 | Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge 200 mm |
| 66 | Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge. |
| 67 | Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-in-charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts,fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately) |
| 68 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer |
| 69 | Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets 25 mm dia (heavy type) |
| 70 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge,(for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 71 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. |
| 72 | Providing and fixing cup board shutters with 25 mm thick veneered particle board IS : 3097 arked, exterior grade (Grade I), of approved make, including IInd class teak wood lipping of 25 mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of Engineer-in-Charge. With decorative veneering on one side and commercial veneering on other side |
| 73 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement (Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc.With stainless steel cover plate minimum 1.25 mm thickness)and making necessary holes etc. for fixing required door fittings , all complete as per direction of Engineer-in-charge |
| 74 | Providing, assembling and supplying vision glass panels (IGUs) comprising of hermeticallysealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.25.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. |
| 75 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 5.5 mm thick glass panes |
| 76 | Providing & fixing in position Phenol bonded Bamboowood flooring with planks of sizes 14mm thick, minimum 1800mm length and minimum 100 mm wide, in approved colour, texture and finish, having Performance Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion Council (BMTPC). The flooring shall be fixed with tongue and groove interlocking system, with underlayment of 4mm thick expanded polyethylene foam sheets having density 40kg/cum, over prepared surface with necessary quarter round planks of size 1900mm x 18mm and door reducer of size 1900mm x 44mm, wherever required. The bamboowood planks shall have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UVcoating, all complete as per direction of the Engineer in-charge |
| 77 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3):1996 (Boards with BIS certification marks) |
| 78 | Providing and fixing of expansion joint (Floor Joint of 50 mm gap) system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it’s components. System shall consist of metal profiles with an universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in-Charge. (Material shall conform to ASTM 6063). |
| 79 | 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 |
| 80 | Providing wood work in frames of door, windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fastners of required dia & length - Second class teak wood |
| 81 | Providing and fixing in wall lining medium density fibre board IS: 14587:1998 marked, Prelaminated one side decorative lamination and other side balancing lamination, with necessary fixing arrangement and screws etc. complete. 12 mm thick. |
| 82 | Providing and fixing skirting with Pre-laminated medium density fibre board exterior grade (Grade-I) conforming to IS: 14587:1998 marked, with (one side decorative and other side balancing lamination and edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand with necessary fixing arrangements and screws, including drilling necessary holes for rawl plugs etc. all complete 18mm |
| 83 | Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc Sal wood |
| 84 | Providing laminated veneer lumber conforming to IS:14616 and TAD -15: 2001 (Part B) in factory made frames of doors, windows, clerestory windows and other frames, wrought framed and fixing in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately) |
| 85 | Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B), fixing with butt hinges of required size with necessary screws, all complete as per directions of Engineer- in-charge and panelling with panels of : (Note:- Butt hinges and necessary screws shall be paid separately) 12 mm thick plain grade -1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT- I, IS : 3087 marked, bonded with BWP type synthetic resin adhesive as per IS : 848 : |
| 86 | Providing and fixing 50 mm bright finished brass cup board or wardrobe knob of approved quality with necessary screws |
| 87 | 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 necessary accessories and screws etc. complete. |
| 88 | Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 – Part 3 (ii) Sites with structure height more than 20m for all wind speeds Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. Using R2 series with frame (40mm & above) x (40mm & above) & sash (25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). |
| 89 | Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 – Part 3 (ii) Sites with structure height more than 20m for all wind speeds Three track three panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.Using R2 series with frame (70mm & above) x (40mm & above) & sash (25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). |
| 90 | Providing and fixing flat pressed 3 layer medium density particle board or graded particle board (Grade I) IS: 3087 marked, in ceiling with necessary nails etc. complete (frame work to be paid separately): 12 mm thick |
| 91 | Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately). 6 mm thick Cement bonded wood particle board as per IS:14276 |
| 92 | Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in all level Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 93 | Brick work with common burnt clay machine moulded perforated modular bricks of class designation 12.5 conforming to IS : 2222 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand). From ground level upto plinth level |
| 94 | 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) |
| 95 | Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately) Area of slab upto 0.50 sqm: Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble |
| 96 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 97 | Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately) |
| 98 | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens,repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge 15 mm wide and 15 mm deep groove |
| 99 | Pebble dash plaster upto 10 m height above ground level with a mixture of washed pebble or crushed stone 6 mm to 12.5 mm nominal size, dashed over and including fresh plaster in two layers under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) and top layer 10 mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement |
| 100 | Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 101 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete |
| 102 | Extra for sunk or raised mouldings in the plaster of Paris (Gypsum anhydrous) ceiling |
| 103 | Construction of Compound wall all complete as per drg |
| 104 | SCHEDULE B- (Plumbing & Sanitary Works)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. all as specified and directed. |
| 105 | 15mm Nominal Dia of pipe |
| 106 | 20mm Nominal Dia of pipe |
| 107 | 25mm Nominal Dia of pipe |
| 108 | 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. |
| 109 | 32mm Nominal Dia of pipe |
| 110 | 40mm Nominal Dia of pipe |
| 111 | 50mm Nominal Dia of pipe |
| 112 | 65mm Nominal Dia of pipe |
| 113 | 100mm Nominal Dia of pipe |
| 114 | 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 510 X 1040 mm bowl depth 250 mm |
| 115 | Providing and fixing in conformation with green building norms white vitreous china wall mounting water closet with concealed type dual flush cistern comprising of actuator button facia assembly including brass / SS screws and washer complete, cutting and making good the walls floors wherever required of approved shape including seat cover, and fittings, nuts, bolts and gasket etc complete ( Mid.range ). JAQUAR WC SLS-WHM-6953 BIUFSM, CONCEALED CISTERN,JCS-WHT-2400 ,PLATE-JCP-CHR- 152415 or equivalent in hindware MARGO RIMLESS WC 92599 with concealo neo 80 mm 517444 with loop plate ,kolher, Cera, Parryware, Cera, Parryware |
| 116 | Providing and fixing in conformation with green building norms white vitreous china wall mounting water closet with concealed type dual flush cistern comprising of actuator button facia assembly including brass / SS screws and washer complete, cutting and making good the walls floors wherever required of approved shape including seat cover, and fittings, nuts, bolts and gasket etc complete ( Economical range ). JAQUAR WC ECS-WHT- 953SPPSMPRO,CONCEALED CISTERN,FLV-CHR-10585N or equivalent in hindware EWC WM ELEGANCE 20109 with PLUS CONCE. FLUSH VALVE 32MM DF(ROUND) F860047CP , ,kolher, Cera, Parryware, Cera, Parryware |
| 117 | Providing and fixing white vitreous China pedestal type water closet (European type W.C. pan) with seat and lid, 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 W.C. pan with ISI marked white solid plastic seat and lid |
| 118 | Providing and fixing toilet paper holder : C.P. brass |
| 119 | Providing & fixing White vitreous China water closet squatting pan (Indian type) along with \\"S\\" or \\"P\\" trap including dismantling of old WC seat and \\"S\\" or \\"P\\" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c melba, all complete as per the direction of Engineer-in charge. Orissa pattern W.C Pan of size 580 X 440 mm |
| 120 | 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 :100 mm inlet and 100 mm outlet Sand cast iron S&S as per IS: 3989 |
| 121 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-White Vitreous China Wash basin size 550 X 400 mm with a 15 mm CP Brass single hole basin mixer |
| 122 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Angle back wash basin size 400 x 400 mm with single 15 mm C.P. brass pillar tap |
| 123 | Providing and fixing white vitreous China pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. |
| 124 | Providing and fixing 600 X 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 125 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. |
| 126 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour : 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms |
| 127 | S&F bib cock with wall flange quarter turn (Low-flow) 16 mm dia. complete all as specified and directed by Engineer-in-Charge |
| 128 | S&F two way bib cock with wall flange quarter turn (Low-flow) 16 mm dia. complete all as specified and directed by Engineer-in-Charge |
| 129 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) complete all as specified and directed. |
| 130 | 20 mm nominal bore |
| 131 | 25 mm nominal bore |
| 132 | 32 mm nominal bore |
| 133 | 40 mm nominal bore |
| 134 | 50 mm nominal bore |
| 135 | 65 mm nominal bore |
| 136 | Providing and fixing 15 mm nominal bore brass stop cock of approved quality complete all as specified and directed. |
| 137 | Providing and fixing unplasticized PVC connection pipe with brass unions 30 cm length 20 mm nominal bore: complete all as specified and directed. |
| 138 | Providing and fixing unplasticized PVC connection pipe with brass unions 45 cm length 20 mm nominal bore: complete all as specified and directed. |
| 139 | S & F Hand shower (Health faucet) with 1 meter long easy flex tube in chrome finish and wall hook with NRV (Back flow preventer) complete all as specified and directed by Engineer-in-Charge. |
| 140 | S & F Overhead Shower ø140 mm Round Shape Single Flow with Air Effect (ABS Body & Face Plate Chrome Plated) with Rubit Cleaning System 16 mm dia. complete all as specified and directed by Engineer-in-Charge |
| 141 | Providing and Fixing of CP brass in conformation with green building norms sigle lever concealed diverter system consisting of exposed part ( lever tip ton knob, flanges ) and concealed part ( 40mm catridge with buttom assembly. cartidge sleeve.(Mid. range)(15 mm nominal bore.) JAQUAR OPP-CHR-15065KPM, ALD-CHR -065N, or equivalent HINDWARE SINGLE LEVER EXPOSED PARTS KIT OF DIVERTOR- ABS( SUITABLE FOR F8590) F360020CP ELEMENT, , kolher, Cera, Parryware |
| 142 | Providing and fixing white vitreous China flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively, Providing and fixing PTMT urinal cock of approved quality and colour.15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms |
| 143 | Providing and fixing 32 mm outer dia. 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. all as specified and directed. |
| 144 | S & F U-PVC Waste Pipe & Rain water pipe 75 mm dia with Couplers, rubber rings complete all as specified and directed. |
| 145 | S & F U-PVC Soil pipe 110 mm dia with rubber rings Product code complete all as specified and directed. |
| 146 | S & F U-PVC Single 'Y' with door 75 mm dia complete all as specified and directed. |
| 147 | S & F U-PVC Single 'Y' with door 110 mm dia complete all as specified and directed. |
| 148 | S & F U-PVC bend 87.5o with door 110 mm dia complete all as specified and directed. |
| 149 | S & F U-PVC Double 'Y' with door 110 mm dia Make:-complete all as specified and directed. |
| 150 | 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 X 300 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: 100 X 100 mm size P type With Sewer bricks conforming to IS : 4885 |
| 151 | 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. |
| 152 | Providing and Fixing CP brass central hole Single lever basin mixer in conformation with green building norms with necessory fittings etc. complete as per the direction of Engineer in charge. JAQUAR FLR-5001-B, or HINDWARE F280010 FLORA, CODE RT5A3J09C00 or equivalent |
| 153 | Providing and fixing in conformation with green building norms rectangular shape above counter White Vitreous China wash basin with CP brass waste assembly, CP cast brass bottle trap with extension piece, wall flanges and rubber adapters for waste connection complete , nuts, washers, cutting and making good the walls floors wherever required (Mid. range). JAQUAR -JDS-WHT-25911, WASTE COUPLING ALD-CHR- 705 BOTTLE TRAP ALD-CHR-769L 250X190 or equivalent in hindware WB OVER COUNTER AMAZON MINI 91093,Waste coupling-waste coupling-F860052CP,Bottle Trap-F850072CP, ,kolher, Cera, Parryware, Cera, Parryware |
| 154 | Supply and installation of single lever basin mixer wall mounted consisting of exposed, cartridge, operating lever, wall flange, nipple & spout. Model Jaquar or equivalent COP 233MKPM with ALD 233N, parryware G9002A1 with G2776A1 |
| 155 | Supply and installation wall mounted spout with flange Model Jaquar or equivalent COP 233MKPM with ALD 233N, parryware G9002A1 with G2776A1 |
| 156 | Providing & fixing of towel rail of size (600x20mm) with C.P. brass wall brackets with necessary fittings and screws etc. complete as per the direction of Engineer-in-charge. (JAQUAR ACN-CHR-1111SM , CODE RA816070165 or equivalent in hindware TOWEL BAR F880005CP, ,kolher, Cera, Parryware, Cera, Parryware). |
| 157 | Providing & fixing of approved Liquid soap dispenser with necessary fittings and screws etc. all complete as per the direction of Engineer-in-charge. (JAQUAR ACN-1135N, CODE RA816678001 or equivalent in hindware, ,kolher, Cera, Parryware, Cera, Parryware |
| 158 | Providing & fixing of approved soap dish holder with C.P. brass wall brackets with necessary fittings & screws etc. complete as per the direction of Engineer-in-charge. (JAQUAR ACN-CHR-1131N, CODE 816070132 or equivalent in hindwareF880011CP, ,kolher, Cera, Parryware, Cera, Parryware |
| 159 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet and shower Arm: (Premium range) JAQUAR OHS-CHR-1605, SHA-CHR-479L300S or HINDWARE F160146 200MM F160118 SHOWER ARM equivalent in , kolher, Cera, Parryware 150X150 mm SQUARE |
| 160 | Providing and fixing C.P. brass angle valve 15mm nominal valve for basin mixer and geyser points of approved quality conforming to IS:8931 |
| 161 | Supply and installation of Sink Mixer with Pipe Swinging Spout (Wall Mounted Model) with Connecting Legs & Wall Flanges. Model Jaquar or equivalent COP 233MKPM with ALD 233N, parryware G9002A1 with G2776A1 |
| 162 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams |
| 163 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 164 | SCHEDULE C- Internal electrical workWiring for light point / fan point / exhaust fan point / call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required Group A |
| 165 | Wiring For Light/Power Plug with 2 x 4 Sq.mm FRLS PVC Insulated Copper Conductor Single Core Cable in Surface/recessed medium Class PVC Conduit along with 1 No.4 Sq. mm FRLS PVC Insulated Copper Conductor Single Core Cable for loop Earthing as Required. |
| 166 | Wiring for group controlled (looped) light point / fan point / exhaust fan point / call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. Group A |
| 167 | Wiring for twin control light point / fan point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 168 | Supply and fixing of Ceiling mounted LED batten capable of delivering 2000 lumen, having PC diffuser, luminous efficacy of > 90 lumen/W, CRI > 80, PF > 0.9, CCT 6500K, independent isolated SMPS based constant current electronic LED driver with THD < 20%, surge voltage protection and other safety tests as per IS 15885 (Part-2/Sec-13): 2012, polycarbonate diffuser, housed in powder coated white extruded aluminium channel housing. white coloured ABS end caps, IP 20 protection, input voltage range 140- 270 V, input frequency 50- 60 Hz, complete all as specified and directed by the engineer-in-charge. |
| 169 | Supply of 3-star (EEL) T-shape lamp capable delivering 1000 lumen having luminous efficacy of > 100 lm/W, starting time < 0.5 s, CRI > 80, CCT 6500K, PF >0.9, input voltage range 140- 270 V, input frequency 50- 60 Hz and B22 socket complete all as specified and directed by the engineer-in-charge. |
| 170 | Supply of LED Bathroom light suitable for ceiling mounting & 220- 240 V, 50 Hz mains voltage with built-in LED & driver, power rating ≤ 8 W, including IP 20 protection complete all as specified and directed by engineer-in-charge. |
| 171 | Supply of ceiling mounted round shape LED downlight capable of delivering 1200 lumen. having minimum l-uminous efficiency > 100 lumen/W, CCT 6500K, CRI > 80, high quality polycarbonate diffuser, input voltage range 140- 270 V, input frequency 50- 60 Hz complete all as specified and directed by the engineer-in-charge. |
| 172 | Supply of ceiling mounted Square shape (False Celling) LED downlight capable of delivering 1200 lumen. having minimum luminous efficiency > 100 lumen/W, CCT 6500K, CRI > 80, high quality polycarbonate diffuser, input voltage range 140- 270 V, input frequency 50- 60 Hz complete all as specified and directed by the engineer-in-charge. 2' X 2' (30W).. |
| 173 | Supply of street light having high efficiency long life LED module with SMD LED package mounted on MCPCB with high LED efficacy of ≥ 2600 lumen/W, integral SMPS based constant current electronic LED driver with THD < 20%, surge voltage protection and other safety tests as per IS: 15885 (Part-2/Sec-13): 2012, IP 66 protection, high effiency polycarbonate cover with integrated lens housed in pressure die-cast aluminium alloy heat sink for effective thermal management, sturdiness, excellent corrosion resistance, separate optical and control gear compartment & top opening for easy maintenance, suitable for side entry, pole mounting with bracket arm OD 35 mm to 42 mm and 1.5 m long bracket, having 40 mm diameter light grade GI pipe, including GI clamps, nuts, bolts & washers with two coats of synthetic enemal paint over a coat of red oxide primer complete in all respect as specified and directed by engineer-in-charge. |
| 174 | Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS / CFL / LED lamps per fitting, complete with all accessories including connections etc. as required. |
| 175 | Supply of BEE five star rated energy efficient high-speed BLDC (Brushless DC)ceiling fan having 1200 mm blade sweep, air-flow not less than 200 CMM, operating voltage 220-240 V and frequency 50 Hz, complete all as specified and directed by engineer-in-charge. |
| 176 | Supply of BEE five star rated energy efficient high-speed Wall Mounted fan having operating voltage 220-240 V and frequency 50 Hz, complete all as specified and directed by engineer-in-charge. |
| 177 | Supply of engery efficient non-metalic fresh air fan having blade sweep 250 mm, air delivery not less than 860 CMH, operating voltage 220-240 V and frequency 50 Hz, complete all as specified and directed by engineer-in-charge. |
| 178 | Supply of engery efficient metalic exhaust fan having blade sweep 300 mm, air delivery not less than 6000 CMH, operating voltage 220-240 V and frequency 50 Hz, complete all as specified and directed by engineer-in-charge. |
| 179 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. |
| 180 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as required. |
| 181 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 182 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 183 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 184 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 185 | 4 X 4 sq. mm + 2 X 4 sq. mm earth wire |
| 186 | 4 X 6 sq. mm + 2 X 6 sq. mm earth wire |
| 187 | 4 X 10 sq. mm + 2 X 6 sq. mm earth wire |
| 188 | 4 X 16 sq. mm + 2 X 6 sq. mm earth wire |
| 189 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 190 | 5/6 A switch |
| 191 | 15/16 A switch |
| 192 | 3 pin 5/6 A socket outlet |
| 193 | 6 pin 15/16 A socket outlet |
| 194 | modular type 3 pin 20 A socket with 20 A Switch |
| 195 | bell push |
| 196 | S & F modular type 20 A SP MCB, conforming to IS 60898- 1: 2002 complete all as specified in IS 732: 2019 and directed by the engineer-in-charge. |
| 197 | Supplying and fixing call bell / buzzer suitable for single phase, 230 V, complete as required. |
| 198 | Supplying and fixing following size / modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. |
| 199 | 1 or 2 Module (75 mm X 75 mm) |
| 200 | 3 Module (100 mm X 75 mm) |
| 201 | 4 Module (125 mm X 75 mm) |
| 202 | 6 Module (200 mm X 75 mm) |
| 203 | 8 Module (125 mm X 125 mm) |
| 204 | 12 Module (200 mm X 150 mm) |
| 205 | 18 Module (300 mm X 300 mm) |
| 206 | Supply and Fixing following Way ,Single Pole and Neutral ,Sheet Steel MCB Distribution board,240 V ,On Surface/recess, Complete with Tinned Copper bus bar ,Neutral Bus Bar ,Earth Bar ,Din bar, Interconnections, Powder Painted including Earthing etc. as required .(But Without MCB/RCCB/Isolator) (12 WAY,Double Door) |
| 207 | Supply and Fixing following Way ,Single Pole and Neutral ,Sheet Steel MCB Distribution board,240 V ,On Surface/recess, Complete with Tinned Copper bus bar ,Neutral Bus Bar ,Earth Bar ,Din bar, Interconnections, Powder Painted including Earthing etc. as required .(But Without MCB/RCCB/Isolator) (18 WAY,Double Door) |
| 208 | Supply and Fixing following Way ,Single Pole and Neutral ,Sheet Steel MCB Distribution board,240 V ,On Surface/recess, Complete with Tinned Copper bus bar ,Neutral Bus Bar ,Earth Bar ,Din bar, Interconnections, Powder Painted including Earthing etc. as required .(But Without MCB/RCCB/Isolator) (8 WAY,Double Door) |
| 209 | Supply and Fixing following Way ,Single Pole and Neutral ,Sheet Steel MCB Distribution board,240 V ,On Surface/recess, Complete with Tinned Copper bus bar ,Neutral Bus Bar ,Earth Bar ,Din bar, Interconnections, Powder Painted including Earthing etc. as required .(But Without MCB/RCCB/Isolator) (6 WAY,Double Door) |
| 210 | Supplying and fixing 4 way (4 + 12), double door, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB / RCCB / Isolator) |
| 211 | Supplying and Fixing of Following Ways Surface/recess Mouting ,Verticle type,415 V,TPN MCB Distribution Board of Sheet Steel ,Dust Protected ,Duly Powder Painted ,Inclusive of Tinned Copper Bus bar ,Common Neutral Link,Earth Bar,Din Bar for Mounting MCBs (But Without MCBs and Incomer ) as required (Note:Verticle Type MCB TPDB is Normally uSED Where 3 Phase Outlets are required)(8 Way (4+24),Double Door) |
| 212 | S & F 4 Pole Moulded Case Circuit Breaker (MCCB) of current range In = 63 A conforming to IS/IEC 60947-2, rated operational voltage Ue = 600 V, rated short-circuit breaking capacity Icu = 100% Ics = 25 kA, thermal magnetic (TM) release, trip alarm contact, shunt release, under voltage release, rotary operating mechanism (direct / extended), spreader terminals, key lock, etc. complete as required. |
| 213 | S & F 4 Pole Moulded Case Circuit Breaker (MCCB) of current range In = 80 A conforming to IS/IEC 60947-2, rated operational voltage Ue = 600 V, rated short-circuit breaking capacity Icu = 100% Ics = 25 kA, thermal magnetic (TM) release, trip alarm contact, shunt release, under voltage release, rotary operating mechanism (direct / extended), spreader terminals, key lock, etc. complete as required. |
| 214 | S & F 4 Pole Moulded Case Circuit Breaker (MCCB) of current range In = 100 A conforming to IS/IEC 60947-2, rated operational voltage Ue = 600 V, rated short-circuit breaking capacity Icu = 100% Ics = 25 kA, thermal magnetic (TM) release, trip alarm contact, shunt release, under voltage release, rotary operating mechanism (direct / extended), spreader terminals, key lock, etc. complete as required. |
| 215 | Supplying and fixing 63A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 216 | Supplying and fixing 5 A to 40 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 217 | Single pole |
| 218 | Double pole |
| 219 | Triple pole |
| 220 | Triple pole and neutral |
| 221 | Supplying and fixing 63 A, double pole, (phase and neutral), 230 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 222 | Supplying and fixing 40 A, double pole, (three phase and neutral), 415 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 223 | Supplying and fixing 32 A, double pole, (3phase and neutral), 415 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 224 | Supplying and fixing 25 A, double pole, (three phase and neutral), 415 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 225 | Supplying and fixing 32 A, Four pole, (phase and neutral), 415 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 226 | S & F Cl 1.0 3-Phase, 4 Wire static direct connected watthour smart meter, having power consumption conforming to IS 16444-1:2015, rated voltage 3 X 240 V (P-N), voltage variaton -40% to +20%, current rating 10 to 100 A, starting current 0.2% of basic current, accuracy up to 120% of maximum current, frequency 50 Hz, frequency variation -5% to +5%, IP 51 protection to measure instanteneous phase-wise voltages, phase-wise currents, system power factor, active power, reactive power and apparent power, frequency, 4 quadrant measurement of kWh, kVArh and kVAh, maximum demand (kW and kVA along with date and time), having 8 digit backlit LCD display, LED indication for relay status and tampers, auto scroll, push buttton and high resolution display modes, pulse LEDs for kWh and kVArh etc. complete as required. |
| 227 | S & F Cl 1.0 3-Phase, 2 Wire static direct connected watthour smart meter, having power consumption conforming to IS 16444-1:2015, rated voltage 240 V (P-N), voltage variaton -40% to +20%, current rating 10 to 100 A, starting current 0.2% of basic current, accuracy up to 120% of maximum current, frequency 50 Hz, frequency variation -5% to +5%, IP 51 protection to measure instanteneous phase-wise voltages, phase-wise currents, system power factor, active power, reactive power and apparent power, frequency, 4 quadrant measurement of kWh, kVArh and kVAh, maximum demand (kW and kVA along with date and time), having 8 digit backlit LCD display, LED indication for relay status and tampers, auto scroll, push buttton and high resolution display modes, pulse LEDs for kWh and kVArh etc. complete as required. |
| 228 | Supply, installation, testing and commissioning of factory made, type tested by CPRI / ERDA for short circuit, temperature rise, protective earth short circuit test and dielectric tests of required ratings, outdoor cubical compartmental type LT Panel (Type C Bldg.) of suitable size, conforming to IEC 61439-1 & 2 and IEC 61641, having both sides openable with hinged double doors and locking arrangement, IP 54 protection made out of 3.15 mm thick mild steel CRCA sheet, supported and fixed on structural frame of angle iron of suitable size, including earthing stud, labelling, painting to all internal & external exposed steel surfaces with powder coating paint (7 tank process), duly fixed on wall / in ground with PCC foundation (1:2:4) type B1, with danger notice plate of 1.6 mm thick mild steel vitreous enamelled (white) with letters, figures and conventional skull and bones in signal red colour suitable for 3- Phase, 4 Wire system, 500 V grade with necessary wiring, PVC sheathed stranded copper conductor of appropriate length and size, including fixing lugs, bolts, screws, etc. complete as specified and directed by engineer-in-charge. The LT Panel (Type C ) shall comprise of the following:[A] BUSBAR CHAMBER[i] 01 Set (3L + N) of Al busbar of rated capacity 500 A, covered with PVC insulated sleeves including insulator, nuts, bolts, etc. with complete connection[B] INCOMING[i] 500 A, 415 V, Ics = Icu = Icw (1sec) = 50 kA, 50 Hz, electrical Non draw-out type FP MCCB, conforming to IS / IEC 60947-2 & 3, having fully rated neutral with inbuilt protection, microprocessor based overload, short-circuit, instanteneous & earth-fault protections, pre-trip alarm & individual fault indicating LEDs, no derating up to 50 ºC, zone selective interlocking, etc.- 01 Nos.[ii] Cl 1.0 multi-function meter capable of measuring V, A, F, PF, W/VA, Wh/VAh, Runhrs. Onhrs & interupts- 01 Nos.[iii] LED phase indicators (Red, Yellow, Blue)- 01 Set[C] OUTGOING[i] 250 A, 415 V, 50 Hz 4 Pole MCCB conforming to IS/IEC 60947-2, having Icu = 100% Ics = 25 kA, thermal magnetic (TM) release, trip alarm contact, shunt release, under voltage release, rotary operating mechanism (direct / extended), spreader terminals, key lock, 01 Set (3L + N) of copper busbar of suitable rating, covered with PVC insulated sleeves including insulator, nuts, bolts, etc. with complete connection- 03 Nos.[iv] LED phase indicators (Red, Yellow, Blue)- 03 Set[v] Cl 1.0 digital ammeter of suitable capacity with suitable CT for each feeder- 03 Nos. |
| 229 | Supply, installation, testing and commissioning of factory made, type tested by CPRI / ERDA for short circuit, temperature rise, protective earth short circuit test and dielectric tests of required ratings, outdoor cubical compartmental type Metering Panel of suitable size, conforming to IEC 61439-1 & 2 and IEC 61641, having hinged double doors and locking arrangement, IP 54 protection made out of 3.15 mm thick mild steel CRCA sheet, supported and fixed on structural frame of angle iron of suitable size, including earthing stud, labelling, painting to all internal & external exposed steel surfaces with powder coating paint (7 tank process), duly fixed on wall / in ground with PCC foundation (1:2:4) type B1, with danger notice plate of 1.6 mm thick mild steel vitreous enamelled (white) with letters, figures and conventional skull and bones in signal red colour suitable for 3- Phase, 4 Wire system, 500 V grade with necessary wiring, PVC sheathed stranded copper conductor of appropriate length and size, including fixing lugs, bolts, screws, etc. complete as required.The \\"Metering Panel\\" shall comprise of the following:[A] BUSBAR CHAMBER[i] 01 Set (3L + N) of Al busbar of rated capacity 250 A, covered with PVC insulated sleeves including insulator, nuts, bolts, etc. with complete connection[B] INCOMING[i] 250 A, 415 V, 50 Hz 4 Pole MCCB conforming to IS/IEC 60947-2, having Icu = 100% Ics = 25 kA, thermal magnetic (TM) release, trip alarm contact, shunt release, under voltage release, rotary operating mechanism (direct / extended), spreader terminals, key lock, etc.- 01 Nos.[ii] Cl 1.0 multi-function meter capable of measuring V, A, F, PF, W/VA, Wh/VAh, Runhrs. Onhrs & interupts- 01 Nos.[iii] LED phase indicators (Red, Yellow, Blue)- 01 Set[C] OUTGOING[i] 01 Set (3L + N) of AL busbar of rated capacity 40A, covered with PVC insulated sleeves including insulator, nuts, bolts, etc. with complete connection[ii] 40 A, 415 V, 50 Hz, 3 Pole MCB (C curve) for AC applications conforming to IS/IEC 60898-1-2002, having breaking capacity Icn = 10 kA, sliding bottom clamp, colour coded on/off indication on dolly, bi-connect IP 20 protected lower terminals and sliding shutters, etc.- 18 Nos.[iii] S & F Cl 1.0 3-Phase, 2 Wire static direct connected watthour smart meter, having power consumption conforming to IS 16444-1:2015, rated voltage 240 V (P-N), voltage variaton -40% to +20%, current rating 10 to 100 A, starting current 0.2% of basic current, accuracy up to 120% of maximum current, frequency 50 Hz, frequency variation -5% to +5%, IP 51 protection to measure instanteneous phase-wise voltages, phase-wise currents, system power factor, active power, reactive power and apparent power, frequency, 4 quadrant measurement of kWh, kVArh and kVAh, maximum demand (kW and kVA along with date and time), having 8 digit backlit LCD display, LED indication for relay status and tampers, auto scroll, push buttton and high resolution display modes, pulse LEDs for kWh and kVArh etc. complete as required.- 18 Nos. |
| 230 | Supply of 3.5 core, 240 sqmm, 1.1 kV grade aluminum conductor, XLPE insulated armoured cable conforming to IS 7098 (Part 1): 1988, having stranded aluminium compact shaped conductors as per Cl. 2 of IS 8130: 1984, PVC inner sheath, single armouring of galvanised steel strip/wire and PVC Type ST-2 outer sheath conforming to IS 5831: 1984, complete as reuired. |
| 231 | Supply of 3.5 core, 300sqmm, 1.1 kV grade aluminum conductor, XLPE insulated armoured cable conforming to IS 7098 (Part 1): 1988, having stranded aluminium compact shaped conductors as per Cl. 2 of IS 8130: 1984, PVC inner sheath, single armouring of galvanised steel strip/wire and PVC Type ST-2 outer sheath conforming to IS 5831: 1984, complete as reuired. |
| 232 | Supply of 4 core, 25 sqmm, 1.1 kV grade aluminum conductor, XLPE insulated armoured cable conforming to IS 7098 (Part 1): 1988, having stranded aluminium compact shaped conductors as per Cl. 2 of IS 8130: 1984, PVC inner sheath, single armouring of galvanised steel strip/wire and PVC Type ST-2 outer sheath conforming to IS 5831: 1984, complete as reuired. |
| 233 | Supplying and making end termination with brass compression gland and aluminium lugs for 3½ X 240 sq. mm (45 mm) of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. |
| 234 | Supplying and making end termination with brass compression gland and aluminium lugs for 4 X 25 sq. mm (45 mm) of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. |
| 235 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of Following Size on wall surface as required. |
| 236 | Upto 35 Sq mm(Clamped with 1 mm thick Saddle) |
| 237 | Above 185 Sq mm and Upto 400 Sq mm (Clamped with 40x3 mm MS Flat Clamp) |
| 238 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 239 | Supplying and laying 32 mm X 6 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection / terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm) |
| 240 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection / terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm) |
| 241 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 242 | 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. |
| 243 | Supplying and installing 600 mm width X 62.5 mm depth X 2.0 mm thickness of perforated Hot 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 from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. |
| 244 | Supplying and installing 900 mm width X 75 mm depth X 2.0 mm thickness of perforated Hot 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 from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. |
| 245 | SCHEDULE D - TV Tellecommunications and CCTV workTV and telecommunicationsSupplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 246 | telephone socket outlet |
| 247 | tv antenna socket outlet |
| 248 | LAN socket outlet |
| 249 | 2 Core fibre socket LC socket |
| 250 | Supply and installation of LC Duplex pigtail |
| 251 | Termination of with fiber optic cables by splicing |
| 252 | Supplying and drawing 2 pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface / recessed PVC conduit as required. |
| 253 | Supplying and laying 2 core Fiber optics cable single mode armored cable in the existing surface / recessed PVC conduit as required. |
| 254 | Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface / recessed PVC conduit as required. |
| 255 | Supplying and fixing of 20 mm dia. medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 256 | S & F 50 Pair telephone krone distribution box with suitable S.S frame for mounting tag module, Krone module and incorporated in 16 SWG MS box with proper loackable cover. The box should be fixed on wall with suitable fasteners including painting & earthing. This also includes fixing the cable, Distribution chart sufficient space for the cables, wires etc. complete all as specified and directed by the engineer-in-charge. |
| 257 | Design, supply, installation, testing, and commissioning of EPABX System and all related accessories, including cabling, mounting hardware, power supplies, and network infrastructure, to be executed in strict compliance with the specifications and instructions provided by the designated supervisor or authority in charge.EPABX System (Central Unit)External Trunk Lines (PSTN)Telephone Cabling (RJ11)Media Converters (Fiber to Ethernet)Patch PanelsTelephone Junction Boxe |
| 258 | Camera Outdoor Colour, IP based, POE enabled, High Resolution (4MP or better), bullet Camera for perimeter ,all as per specifications |
| 259 | supply |
| 260 | installation |
| 261 | 9U outdoor rack with pole mount kit |
| 262 | Supply |
| 263 | Installation |
| 264 | 48 Ch. NVR (4 SATA) |
| 265 | Supply & installation |
| 266 | 8 TB SV HDD |
| 267 | Supply & installation |
| 268 | 16 PORT POE SWITCH |
| 269 | Supply & installation |
| 270 | PVC BOX 5X5 |
| 271 | Supply & installation |
| 272 | CAT6 CONNECTOR |
| 273 | Supply & installation |
| 274 | NETWORK RACK WITH INSTALLATION |
| 275 | Supply & installation |
| 276 | CAT-6 UTP Cable Outdoor rodent free |
| 277 | Supply |
| 278 | Installation |
| 279 | 32 mm PLBHDPE Conduit |
| 280 | Supply |
| 281 | Installation |
| 282 | Surge Protector for data lines. |
| 283 | Supply |
| 284 | Installation |
| 285 | Unified Command and Control Software (Base) with Additional modules included for: Video Management, Access Control, License Plate Registration Recognition & Unified CommunicationMake & Model: Genetec/GSC-Om-C, Genetec Security Center, Sharp V , ANPR Sensor with Software , Sipellia Software, GSC-Sy-P, GSCSy-P-1R, ADV-RDR-P-3Y, ADV-RDR-P-3Y, SY-CLOUDLINK, SY-CLOUDLINK, SYLP1502 |
| 286 | Supply |
| 287 | Installation |
| 288 | Operator License for UCnCS Software suppy |
| 289 | supply Federation License for other Sites linked over WAN |
| 290 | Supply Camera License for VMS Software |
| 291 | Supply License for SIP Edge Device |
| 292 | Management Server System : Make & Model: Genetec/SV-2011EX-R14-12T- 4-210 |
| 293 | supply |
| 294 | installation |
| 295 | Suitable Fiber patch chords to connect to Server Farm Switch |
| 296 | supply |
| 297 | Storage Server System Make & Model: Genetec /SV-2011EX-R26- 416T-16-216 |
| 298 | supply |
| 299 | installation |
| 300 | Suitable Fiber/Copper patch chords to connect to Server Farm Switch |
| 301 | supply |
| 302 | Server Farm Ethernet Switch Make & Model: Allied Telesis/ A18XTQ-B51, AT-x550-18XTQ-Nx550-01 + MPO cable with 40G tModules. |
| 303 | Supply |
| 304 | Installation |
| 305 | Suitable Fiber Patch Chords to coSwitches |
| 306 | Supply |
| 307 | Monitoring WorkStation |
| 308 | Make & Model: Dell/T3640 |
| 309 | Supply |
| 310 | Installation |
| 311 | NEXTVIEW 110 INCH SMART FHD ANDROID TV CUM MONITOR |
| 312 | Supply |
| 313 | Installation |
| 314 | Controller for Display panels Make & Model: Extron/Quantum Ultra Connect 128 (60-1898-02) |
| 315 | Supply |
| 316 | Installation |
| 317 | 42U Server Rack: Make & Model: Netrack / NRS-4 |
| 318 | Supply |
| 319 | Installation |
| 320 | Operator Table:Make & Model: Spacewood |
| 321 | Supply |
| 322 | Operator Chair Make & Model: godrej/Aero |
| 323 | Supply |
| 324 | 8 port POE switch |
| 325 | supply & installation |
| 326 | 24 core Optical Fiber cable with required all accessories the designated supervisor or authority in charge. |
| 327 | supply |
| 328 | Assessories |
| 329 | Supply and installation of All in one (AIO) PCs as per technical specifications |
| 330 | Supply and Installation of Firewalls as per technical specifications |
| 331 | Supply and Installation of 1.5 Tonne Split AC, 5 star rating as per technical specifications |
| 332 | Supply and Installation of printer as per technical specifications |
| 333 | Supply and Installation of Server as per technical specifications |
| 334 | SCHEDULE E- Lift workSupply and isntallation of of 1.1 kV grade 4 core, 4 sqmm copper conductor, XLPE insulated armoured cable conforming to IS 7098 (Part 1): 1988, having stranded copper compact shaped conductors as per Cl. 2 of IS 8130: 1984, PVC inner sheath, single armouring of galvanised steel strip/wire and PVC Type ST-2 outer sheath conforming to IS 5831: 1984, complete as required. |
| 335 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade upto 35 sq. mm (clamped with 1 mm thick saddle) on wall surface as required. |
| 336 | Supplying and making end termination with brass compression gland and Cu lugs for 4 X 4 sq. mm (25 mm) PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. |
| 337 | Supplying, installation, testing & commissioning of 13/14 Passenger (884 kg) lift, MRL type, having contract speed of 1.5 MPS, serving eleven floors as per detailed specifications and technical particulars (Note:- Lift shall be inclusive of all ancillaries and accessories as are mandatory as per the updated Bombay Lift Act, IS and GOI guidelines, whether specifically specified in the item and specifications or not) (detail in specifications) |
| 338 | Supplying, installation, testing and commissioning of 16 passenger (1088 kg) lifts (machine room less) having stainless steel enclosure of SS 304 with Honey comb finish, contract speed of 1.5 mps to serve G + 9 ( 9 floors) as per detailed specifications mentioned below:- |
| 339 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 340 | Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 341 | Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. |
| 342 | SCHEDULE F - Lightening protection workProviding and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. |
| 343 | Jointing copper / G.I. tape (with another copper / G.I. tape, base of the finial or any other metallic object) by riveting / nut bolting / sweating and soldering etc as required. |
| 344 | Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run) |
| 345 | Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) |
| 346 | Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required. |
| 347 | Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required. |
| 348 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 349 | SCHEDULE G- Internal Firefighting work Supplying, installation, testing and commissioning of Electric driven Main Fire Pump having 1620 LPM aty 56 m head suitable for automatic operation and consisting of following, complete in all respects, as required \\"(a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520.\\"\\"(b) Suitable HP Squirrel cage induction motor, TEFC, synchronous speed 1500 RPM, suitable for operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS-325.\\"\\"(c) M.S. fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required.\\"\\"(d) Suitable cement concrete foundation duly plastered with anti vibration pads. \\"Note: *The head of the pump is selected in a manner so as to give a minimum 3.5 kgf/cm 2 pressure at the highest/farthest point. |
| 350 | Supplying, installation, testing and commissioning of diesel engine driven main fire pump having 1620 LPM at 56 suitable for automatic operation and consisting of following, complete in all respects, as required : (Diesel Driven Pump)\\"Horizontal type, multistage, centrifugal pump of cast of iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520.\\"Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming to relevant IS standard complete with auto starting mechanism, 12 /24 volts electric starting equipment, diesel tank, exhaust pipe extended upto 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding, residential silencer, instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audio indications, painted with post office red colour etc. as required.\\"M.S fabricated, common base plate, coupling, coupling guard, foundation bolts etc. as required\\"\\"Suitable cement concrete foundation duly plastered and with anti vibration pads\\"\\"Note: * The head of the pump is selected in a manner so as to give a minimum 3.5kgf/cm 2 pressure at the highest/farthest point.\\" |
| 351 | Supplying, installation, testing and commissioning of electric driven pressurisation pump having 180 LPM at 56m head suitable for automatic operation and consisting of following, complete in all respects, as required : (Jockey Pump)Horizontal type, multistage, centrifugal pump of cast iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS : 1520.Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase 50 Hz AC supply with IP 55 class of protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS : 325.\\"M.S.fabricated Common base plate, coupling, coupling guard, foundation bolts etc. as required.\\"\\"Suitable cement concrete foundation duly plastered and with anti vibration pads.\\" |
| 352 | Supplying, installation, testing and commissioning of electric driven terrace pump having 900 litre/min discharge @ 35 m head suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump) (a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520(b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-'F' insulation, conforming to IS-325.(c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required.(d) Suitable cement concrete foundation duly plastered and with anti vibration pads. |
| 353 | Fabrication, supply, Insallation testing & commissioning of Electrical control panel of cubical construction, floor mounted type, fabricated out of 2mm thick CRCA sheet,compartmentalised with hinged lockable doors, dust and vermin proof, powder coated of approved shade after 7 tank treatment process, cable alley, interconnection with suitable size copper conductor cable/solid copper strip, having switchgears and accessories, mountings and internal wiring, earth terminals, numbering etc. complete in all respect, suitable for main fire pump, pressurisation pump & diesel pump set complete as per CPWD specification with following in coming and Outgoings, suitable for operation on 415V, 3 phase, 50Hz Ac Supply with enclosure protection class IP 42 as required :INCOMING 250A, 50kA 4 Pole MCCB, Ics=100% Icu rating Digital Voltmeter 0-500V with selector switch Digital Ammeter (0-250 A) with selector swtich & CTs etc.\\"LED type RYB phase indicating lamps, ON, OFF, trip indicating lamps\\"Set of Copper Bus Bar 300AOUTGOING\\"( Note : All outgoing feeders for pumps should have digital Ammeter with selector switches, and LED type ON, OFF, trip indicating lamps)\\"Main Fire Pump\\"125 A, 50 kA TPN MCCB, Ics=100% Icu, with fully automatic Star/Delta starter suitable for 60 HP pump with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation.\\"Jockey Pump63 A, 50kA TPN MCCB, Ics=100% Icu, with suitable HP fully automatic Star/Delta starter with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation.DIESEL ENGINE CONTROL\\"Control for diesel engine comprising - Automatic/Manual selctor switch & 3 attempts starting device, timers and relays as required, push buttons, start/stop in manual mode\\"\\"Indicating lamp for high/ Low Lub. Oil pressure, High Water Temp and Engine on indication\\"\\"Battery charger suitbale for 12V/24 V DC with boost and trickle selector switch, 0-30 V DC volt meter, and 0- 20 A DC Ammeter\\"\\"All standard relays and accessories for automatic operation of diesel engine\\" |
| 354 | M & L for low smoke zero halogen (LSOH) fire survival control cable with circuit integrity, conforming to BS 7846 and rated for 600 VZ having plain annealed stranded copper conductor with fire resistant mica tapes covered by an extruded layer of cross-linked ploythylene, extruded layer of thermoplastic low smoke zero halogen (LSOH) compound, single layer of galvanized steel wires and thermoplastic LSOH compound sheath, suitable for operating temperature range - 40 to +90 C and minimum bending radius being 12 times the overall cable diameter, including laying, clamping, termination and ferruling complete all as specified and directed by the engineer-in-charge. |
| 355 | 2 Core, 2.5 mm2 (for instrumentation) |
| 356 | 3 core, 2.5 mm2 (for auto start/ stop panel) |
| 357 | 12 core,2.5 mm2 (for diesel engine pump) |
| 358 | Supply of 1.1 kV grade, copper conductor, XLPE insulated armoured cable conforming to IS 7098 (Part 1): 1988, having stranded copper compact shaped conductors as per Cl. 2 of IS 8130: 1984, PVC inner sheath, single armouring of galvanised steel strip/wire and PVC Type ST-2 outer sheath conforming to IS 5831: 1984, complete as required. |
| 359 | 3 Core, 35 mm2 (for electric motor driven fire pump) |
| 360 | 3 Core, 6 mm2 (for jockey pump) |
| 361 | Supplying, installation, testing and commissioning of electric driven terrace pump having 450 litre/min discharge @ 35 m head suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump)(a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520(b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-'F' insulation, conforming to IS-325.(c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required.(d) Suitable cement concrete foundation duly plastered and with anti vibration pads. |
| 362 | Supply, installation, testing and commissioning of fully automatic DOL starter, suitable for 15 HP terrace pump complete with contactors, push button, LED type indicators, auto/manual selector switch, overload protection, current sensing type single phase preventer complete with all accessories and wiring etc. complete all as required. |
| 363 | Supply, installation, testing and commissioning of fully automatic DOL starter, suitable for 7 HP terrace pump complete with contactors, push button, LED type indicators, auto/manual selector switch, overload protection, current sensing type single phase preventer complete with all accessories and wiring etc. complete all as required. |
| 364 | Supply & installation of 1.1 kV grade, 3 core, 10 sqmm copper conductor, XLPE insulated armoured cable conforming to IS 7098 (Part 1): 1988, having stranded copper compact shaped conductors as per Cl. 2 of IS 8130: 1984, PVC inner sheath, single armouring of galvanised steel strip/wire and PVC Type ST-2 outer sheath conforming to IS 5831: 1984, complete as required. |
| 365 | Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade upto 35 sq. mm (clamped with 1 mm thick saddle) on wall surface as required. |
| 366 | Supplying and making end termination with brass compression gland and aluminium lugs for 3 X 10 sq. mm (22 mm) PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. |
| 367 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 368 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 369 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 370 | 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. |
| 371 | S & F of 4\\" bourdon tube pressure gauge conforming to EN 837-1, having copper alloy process connection & pressure element, plastic black pointer & case, plastic crystal-clear window, snap-fitted in case, accuracy class 2.5, scale range 0- 25 bar with necessary accessories all complete as specified and directed by the engineer-in-charge. |
| 372 | Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. |
| 373 | Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall / ceiling with suitable clamp / support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : |
| 374 | 25 mm dia. |
| 375 | 32 mm dia. |
| 376 | 40 mm dia. |
| 377 | 50 mm dia. |
| 378 | 65 mm dia. |
| 379 | 80 mm dia. |
| 380 | 100 mm dia. |
| 381 | 150 mm dia. |
| 382 | 200 mm dia.(wall thickness 6.3 mm) |
| 383 | Providing, installation, testing and commissioning of 80 mm NB, stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm die holes with stainless steel flange. |
| 384 | Providing, installation, testing and commissioning of 100 mm NB, stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm die holes with stainless steel flange. |
| 385 | Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange.200 mm dia |
| 386 | Supplying, fixing, testing & commissioning of 80 mm NB double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780. |
| 387 | Supplying, fixing, testing & commissioning of 100 mm NB double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780. |
| 388 | Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required : |
| 389 | 200 mm dia |
| 390 | 150 mm dia |
| 391 | 100 mm dia |
| 392 | 65 mm dia |
| 393 | 50 mm dia |
| 394 | Providing, installation, testing and commissioning of 80 mm NB non-return valve of confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : |
| 395 | Providing, installation, testing and commissioning of 100 mm NB non-return valve of confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : |
| 396 | Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : |
| 397 | 150 mm dia |
| 398 | 50 mm dia |
| 399 | M & L for PN 1.6 rated 200 mm NB polypropelene vortex inhibitor suction lift, conforming to BS 4504 with stainless wire mesh, bolts, nuts and washers, etc. complete all as specified and directed by the engineer-in-charge. |
| 400 | Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. |
| 401 | Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shadeas required. |
| 402 | S & F of CL#150 rated two-piece design 25 mm NB Cast iron (CI) Straight pattern ball valve, conforming to IS 9890: 1981 and tested as per BS 6755-1, having Cast iron body, Stainless steel AISI 304 ball, renewable PTFE seat & gland packing, CS fastners & lever having screwed / socket weld end connection with accessories complete all as specified and directed by the engineer-in-charge. |
| 403 | Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required. |
| 404 | Providing, fixing, testing & commissioning of installation 150 mm dia. control valve of cast iron body, brass/bronze working parts comprising of water motor alarm, bronze seat clapper, clapper arm and hydraulically driven mechanical gong bell to sound continuous alarm when the wet riser/sprinkler system activates, pressure gauges, emergency releases, strainer, pressure switch, cock valve complete with drain valve and bypass, test control box, ball valves, MS pipe of required size, flanges, orifice plate, gasket etc of follwing sizes as required : |
| 405 | Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required : |
| 406 | Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required : Gun metal |
| 407 | Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required : |
| 408 | Supplying and fixing first-aid Hose Reel, 30 meter length, with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. |
| 409 | Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for 150 mm dia MS pipe connection conforming to IS 904 as required :2 way - 100 mm dia M.S. Pipe |
| 410 | Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for 150 mm dia MS pipe connection conforming to IS 904 as required :4 way - 150 mm dia M.S. Pipe |
| 411 | Supply, installation, testing and commissioning of bourdon Pressure Gauge suitable for 0-14 kg pressure range with 4\\" dial, die cast aluminium body, ball valve, nipple, socket, etc. for delivery lines of fire pump sets near the flow switches all complete as specified and directed by the engineer-in-charge. |
| 412 | Providing, fixing, testing & commissioning of 15mm dia quartzoid bulb type sprinklers of rating 68 degree centigrade with required accessories :Pendent Sprinkler |
| 413 | Providing & fixing flow switch in 100 mm dia size M.S. pipe including connection etc as required. |
| 414 | Supplying, installation, testing & commissioning of sprinkler flexible pipe (UL Listed) of stainless steel complete with 15 NPT on reducer thread with maximum working pressure of 175 PSI test pressure of 875 PSI (Burst) with branch line (Inlet) 25mm NPT male thread to sprinkler head (Outlet) 15mm NPT female thread with reducer, nipple, 2 side brackets, center bracket, stockbar of 700 mm size complete as required. |
| 415 | S & F indoor type lockable wall-mounted hose cabinet made of 18 gauge MS sheet of size 800 mm X 600 mm X 250 mm having double door with 3 mm thick glass and door frame made of 16 gauge MS sheet painted two coats of fire red outside and brilliant white inside over a coat of primer suitable to house two sets of hose RRL hose (15 m length) and gunmetal branch pipe complete as specified and directed by the engineer-in-charge. |
| 416 | Supplying, installation, testing and commissioning of micro-processor based intelligent addressable main fire alarm panel, central processing unit with the two loop modules and capable of supporting not less than 240 devices (including detectors) and minimum 120 detectors per loop and loop length up to 2 km, network communication card, minimum 320 character graphics/ LCD display with touch screen or other keypad and minimum 4000 events history log in the non volatile memory (EPROM), power supply unit (230 ± 5% V, 50 hz), 48 hrs back-up with 24 volt sealed maintenance free batteries with automatic charger. The panel shall have facility to connect printer to printout log and facility to have seamless integration with analog/digital voice evacuation system (which is part of the schedule of work under SH: PA System) and shall be complete with all accessories . The panel shall be compatible for IBMS system with open protocol BACnet/ Modbus over IP complete as per specifications. two loop panel |
| 417 | Supplying, installation, testing & commissioning of intelligent analog addressable photothermal detector complete with ounting base complete as required. |
| 418 | Supplying, installation, testing & commissioning of response indicator on surface/recessed MS Box having two LED,metallic cover complete with all connections etc as required. |
| 419 | Supplying, installation, testing & commissioning of fault isolator complete with base as required. |
| 420 | Supplying, installation, testing & commissioning of addressable fire control module complete as required. |
| 421 | Supplying, installation, testing & commissioning of addressable manual call point complete as required. |
| 422 | Supplying, installation, testing & commissioning of addressable horn cum strobe complete as required. |
| 423 | Supplying, installation, testing & commissioning ofaddressable strobe complete as required |
| 424 | Supplying, installation, testing & commissioning of fire fighter telephone handset complete as required. |
| 425 | Supplying, installation, testing & commissioning of fire fighter phone jack complete as required. |
| 426 | PUBLIC ADDRESS SYSTEM Supplying, installation, testing & commissioning of 6 zone, voice alarm controller with USB, MP3 player (including 6 zone button paging station) with seamless integration facility with main fire alarm panel for voice evacuation complete as required. |
| 427 | Supplying, installation, testing & commissioning of 1.5 / 3 / 6 W ceiling speaker complete as required. |
| 428 | Supplying, installation, testing & commissioning of digital audio amplifier 50 Watt, 25V rms operating at 240 volt AC supply complete as required. |
| 429 | Supplying & laying of 2 x 1.5 sqmm fire survival armoured cable, 600/1000V rated with annealed copper conductor having glass mica fire barrier tape covered by an extruded layer of Cross Linkable Ethylene Propylene Rubber (EPR) insulation and LSZH inner bedding, steel wire armouring & LSZH outer sheath complete as required. |
| 430 | Supplying and drawing of cable Fire Retardant PVC insulated copper conductor cable in the existing surface / recessed steel conduit speaker cable Single pair, 2-core, 1.5 sqmm, including connections and interconnections etc. as required. |
| 431 | Supplying, installation, testing & commissioning of addressable beam detector with short circuit isolator (inbuilt or seperate) complete with emitter and receiver including connections with remote test features etc complete as required. |
| 432 | S & F of the following type of signages made out of 3 mm thick opaque PVC foam board with computer cut, PVC non-reflective self adhesive vinyl painted foam board, complete with mirror fasteners complete all as specified and directed by the engineer-in-charge. |
| 433 | Sign of size 300 mm X 150 mm reading \\"EXIT\\" in 12.5 mm block letters in Green and white background, properly spaced to provide good legibility located directly in corridor near to each staircase and squarely attached to the wall or partition in a way that the top of the sign is not above 2 m from the finished floor level |
| 434 | Sign of size 150 mm X 600 mm, posted and maintained within each stair enclosure on every floor, indicating the \\"Floor Number\\" in bold type and at 75 mm high numerals in red and white background, securely attached to the stair side of the door in a way that the bottom of the sign is not above 1.5 m from the finished floor level |
| 435 | Sign of size 450 MM X 150 MM reading \\"FIRE EXTINGUISHER\\" in 12.5 mm block letters in White and Red background, properly spaced to provide good legibility located directly in corridor near to each Manual call point/Fire Extinguisher and squarely attached to the wall or partition in a way that the top of the sign is not above 2 m from the finished floor level |
| 436 | Sign of size 150 mm X 600 mm, posted and maintained at each lift landing and on the side of the stairway door from which egress is to be made on every floor, indicating the \\"STAIRCASE\\" by an alphabetical letter in bold type and at 75 mm high letters in red and white background, securely attached to the side of the stairway door from which egress is to be made in a way that the bottom of the sign is not above 1.5 m from the finished floor level |
| 437 | S & F 4 kg capacity dry chemical powder (ABC) stored pressure type fire extinguisher, conforming to IS 15683: 2006, with initial filling in brand new cylinder with powder coated finish, fitted in gunmetal union, discharge hose, wall mounting bracket / floor trolley mounting accessories along with suitable signage, etc. complete all as specified and directed by the engineer-in-charge. |
| 438 | S & F of 3 kg light-weight squeeze grip CO2 type fire extinguisher, conforming to IS 15683: 2006, with CO2 gas filled in brand new seamless cylinder with powder coated finish, made out of Manganese steel with wheel type valve, discharge nozzle, bend & horn, wall mounting bracket / floor trolley mounting accessories along with suitable signage complete all as specified and directed by the engineer-in-charge. |
| 439 | S & F of 9 litre mechanical foam stored pressure type fire extinguisher, conforming to IS 15683: 2006, with initial filling in brand new cylinder with powder coated finish, fitted with gunmetal union, hose and ABS type branch pipe and wall mounting bracket / floor trolley mounting accessories along with suitable signage complete all as specified and directed by the engineer-in-charge. |
| 440 | S & F 9 kg capacity dry chemical powder (ABC) stored pressure type fire extinguisher, conforming to IS 15683: 2006, with initial filling in brand new cylinder with powder coated finish, fitted in gunmetal union, discharge hose, wall mounting bracket / floor trolley mounting accessories along with suitable signage, etc. complete all as specified and directed by the engineer-in-charge. |
| 441 | S & F Galvanized mild steel Fire bucket (FILLED WITH DRY SAND) conforming to IS 2546: 1974 round bottom type enamel painted, white inside & Red out side and Letter \\"FIRE\\" in black out side and handle with mounting bracket complete as specified and directed by the engineer-in-charge. |
| 442 | SCHEDULE H1 - Road WorkClearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 443 | 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 all lead and lift , as directed by Engineer-in-charge. (All Kind of Soil) |
| 444 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manuall means overareas (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 from 1.5 m to 3.0 m m, as directed by Engineer-in-charge. Ordinary rock |
| 445 | 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 and for all lift. |
| 446 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 447 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). |
| 448 | 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 (Filter media in road and behind abutment, retaining wall and return wall) |
| 449 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 450 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On W.B.M. @ 0.75 Kg / sqm |
| 451 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On bituminous surface @ 0.50 Kg / sqm |
| 452 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen ofgrade VG-30 @ 5% (percentage by weight of total mix) andlime filler @ 2% (percentage by weight of Aggregate) preparedin Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 453 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity |
| 454 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 455 | Foundations, footings, bases of columns, etc. for mass concrete |
| 456 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 457 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick and access platform |
| 458 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All workl. PCC of grade M15 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 459 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All workl. PCC of grade M20 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 460 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. - All works upto plinth level - Concrete of M35 grade with minimum cement content of 370 kg /cum |
| 461 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. - All works above plinth level upto floor V level - Concrete of M35 grade with minimum cement content of 370 kg /cum |
| 462 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. - All works upto plinth level - Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 463 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. - All works above plinth level upto floor V level - Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 464 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level Concrete of M40 grade with minimum cement content of 390 kg /cum -RCC Gradae M40 in crash barrier |
| 465 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for all levels. - Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 466 | Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). 40 mm thick- Wearing coat (Mastic asphalt) |
| 467 | suppying and fixing 100mm diameter PVC pipe for weep holes as per EIC instructions |
| 468 | suppying and fixing Drainage spouts as per EIC instructions |
| 469 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-ChargeColoured C.C. inter locking paver Block (80 mm thick, M-35) (including carriage) -Footpath |
| 470 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.-Painting of concrete hand rails/perapets/crash barrier with two coats of cement based paint |
| 471 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge Providing and laying Dry boulder apron complete as per Drawings and Technical Specifications Clause 2503. |
| 472 | Providing and laying filter material underneath stone pitching in slopes complete as per drawing and Technical Specification Section 2500. |
| 473 | Providing and laying stone pitching in slopes complete as per drawing and Technical |
| 474 | Providing and laying reinforced cement concrete NP4 pipe in single row / multi rows including testing, fixing of collar with cement mortar 1:2, jointing complete as per drawing, technical specification and as directed by engineer. 1200 mm Dia- |
| 475 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ±2%), Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7 mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire ofdiameter 2.2/3.2 mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. |
| 476 | 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. 300 mm dia (Rocky Strata) |
| 477 | 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, beyond 90 metre & upto 150 metre depth below ground level. 300 mm dia (Rocky Strata) |
| 478 | 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 ofASTM-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 applyingheat 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-Teesupport 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 |
| 479 | Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm |
| 480 | Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm |
| 481 | Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 482 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum offine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete |
| 483 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge |
| 484 | 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 to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge) |
| 485 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge |
| 486 | SCHEDULE H2 - Landscapping horticulture workClearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 487 | Felling trees of the girth (measured at a height of 1 m above ground level),including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. |
| 488 | Beyond 30 cm girth upto and including 60 cm girth |
| 489 | Beyond 60 cm girth upto and including 120 cm girth |
| 490 | Beyond 120 cm girth upto and including 240 cm girth |
| 491 | Above 240 cm girth |
| 492 | 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 all lead and lift , as directed by Engineer-in-charge. (All Kind of Soil) |
| 493 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manuall means overareas (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 from 1.5 m to 3.0 m m, as directed by Engineer-in-charge. Ordinary rock |
| 494 | 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 for all lifts. |
| 495 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 496 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment) |
| 497 | Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same. All kinds of soil |
| 498 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . |
| 499 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 500 | Foundations, footings, bases of columns, etc. for mass concrete |
| 501 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 502 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All workl. PCC of grade M15 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 503 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. - All works upto plinth level - Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 504 | Providing and laying in position ready mixed or site batched design mix cement concrete/artistic concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. - All works above plinth level upto floor V level - Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 505 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for all levels. - Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 506 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 507 | Neat cement punning |
| 508 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with spongeas also including groving directed by Engineer-in-charge. (EXTERNAL SIDE ) |
| 509 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre |
| 510 | Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives. New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. |
| 511 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work |
| 512 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine 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. |
| 513 | 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 to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge) |
| 514 | Wall lining butch work upto 10m height with Dholpur stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width, including embedding every tenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75x75 mm and by providing layer of 75 mm thick strips i/c 12 mm thick bed of cement mortar 1:3 (1 Cement : 3 coarse sand) i/c ruled pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer-in-charge. |
| 515 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 516 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift |
| 517 | 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 |
| 518 | Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in all level Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 519 | 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) |
| 520 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). |
| 521 | Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment). |
| 522 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) |
| 523 | Screened through sieve of I.S. designation 20 mm |
| 524 | Screened through sieve of I.S. designation 16 mm |
| 525 | Screened through sieve of I.S. designation 4.75 mm |
| 526 | Rough dressing the trenched ground including breaking clods. |
| 527 | Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. |
| 528 | Fine dressing of the ground. |
| 529 | 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). |
| 530 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 531 | Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 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 good earth shall be paid for separately) With grass Turf |
| 532 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, edge, flower beds, foliages,creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide, lawn mover and brush cutter with fuel & other T & P material/articles shall be provided by the department.) Play grounds / Public parks (1Mali for 2.00Acre). |
| 533 | 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. |
| 534 | Providing and stacking Passiflora caerulea (Rakhi bel) of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. |
| 535 | Providing and stacking of Combretum Indicum - Creeper of height 30-45 cm. bushy in big size HDPE bags as per direction of the officer-in-charge. |
| 536 | Providing and stacking of Mansoa alliacea - Garlic creeper of height 30-45 cm. bushy in big size HDPE bags as per direction of the officer-in-charge. |
| 537 | Providing and stacking Tecoma grandiflora of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. |
| 538 | Providing and stacking Tecoma rosea - creeper of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. |
| 539 | Providing and stacking Begonia venusta of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. |
| 540 | Providing and stacking Ipomoea purpurea (Morning glory) of height30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. |
| 541 | Providing and stacking of Bougainvillea - multi colour of height 30-45 cm. bushy in big size HDPE bags as per direction of the officer-in-charge. |
| 542 | Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in charge. |
| 543 | Providing and stacking of Tecoma gaudichaudi of height 45-60 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge. |
| 544 | Providing and displaying of Areca Palm having ht. 1.20 m to 1.50 m with 5 to 6 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge |
| 545 | Providing and stacking of Carnoma retusa of height 30-45 cm. bushy in big size HDPE bags as per direction of the officer-in-charge. |
| 546 | Providing and stacking of Nikotia Leucophyllum of height 30-45 cm. bushy in big size HDPE bags as per direction of the officer-in-charge. |
| 547 | Providing and stacking of Stachytarpheta jamaicensis of height 60-90 cm. bushy in big size HDPE bags as per direction of the officer-in-charge. |
| 548 | Providing and stacking of Clerodendrum inerme having ht. 25 cm to 30 cm multi branched in 20 cm size of Earthen Pot/Plastic Pot & as per directionof the officer-in-charge |
| 549 | Providing and stacking of Stachytarpheta Blue of height 60-90 cm. bushy in big size HDPE bags as per direction of the officer-in-charge. |
| 550 | Providing and stacking of Alternanthera species of height 15 cm to 20 cm, full of branches and foliage in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge. |
| 551 | Providing and stacking of Calliandra hybrida of height 75-90 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge |
| 552 | Providing and stacking of Tecoma smithai of height 60-90 cm. bushy in big size HDPE bags as per direction of the officer-in-charge. |
| 553 | Providing and stacking of Hamelia patens of height 30-45 cm. with 3-4 branches in poly bags of size 20 cm as per direction of the officer-in-charge. |
| 554 | Providing and stacking of Stachytarpheta pink of height 60-90 cm. bushy in big size HDPE bags as per direction of the officer-in-charge. |
| 555 | Providing and stacking of Asclepias curassavica of height 30-45 cm. bushy in big size HDPE bags as per direction of the officer-in-charge. |
| 556 | Providing and stacking of Nerium oleander (kaner) of height 45-60 cm. with 3-4 branches in poly bags of size 20 cm as per direction of the officer-in-charge |
| 557 | Providing and stacking of Angelonia of height 30-45 cm. bushy in big size HDPE bags as per direction of the officer-in-charge. |
| 558 | Providing and stacking of Ixora - White of height 30-45 cm. bushy in big size HDPE bags as per direction of the officer-in-charge. |
| 559 | Providing and stacking of Ixora - Red of height 30-45 cm. bushy in big size HDPE bags as per direction of the officer-in-charge. |
| 560 | Providing and stacking of Ixora - Pink of height 30-45 cm. bushy in big size HDPE bags as per direction of the officer-in-charge. |
| 561 | Providing and stacking of Tabernaemontana coronaria (chandni variegated) of height 45-60 cm. with 3-4 branches earthen pots of size 20 cm as per direction of the officer-in-charge |
| 562 | Providing and stacking of Fountain grass red/green of height 30-45 cm. bushy in big size HDPE bags as per direction of the officer-in-charge. |
| 563 | Providing and stacking of Jatropha integerrima - varigated of height 60-90 cm. bushy in big size HDPE bags as per direction of the officer-in-charge. |
| 564 | Providing and stacking of Ficus benjamina (green) of height 120-135 cm. with 6-8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-charge |
| 565 | Providing and stacking of Ficus panda of height 30-45 cm. with 3-4 branches and healthy foliage in p.bag of size 20 cm as per direction of the officer-in-charge. |
| 566 | Providing and stacking of Hibiscus rosasinensis of height 45-60 cm. with 3-4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge |
| 567 | Providing and stacking of Nerium oleander variegated of height 45-60 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge |
| 568 | Providing and stacking of Nerium oleander (kaner) of height 45-60 cm. with 3-4 branches in poly bags of size 20 cm as per direction of the officer-in-charge. |
| 569 | Providing and stacking of Ficus benjamina of height 150-165 cm. bushy in big size HDPE bags as per direction of the officer-in-charge. |
| 570 | Providing and stacking of Mimusops elengi (Maulsri) of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charg |
| 571 | Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 572 | Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.v |
| 573 | Providing and stacking of Terminalia arjuna of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. |
| 574 | Providing and stacking of Peltophorum pterocarpum species of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 575 | Providing and stacking of Saraca indica (Sita Ashok) of height 105-120 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 576 | Providing and stacking of Cassia javanica of height 120-150 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 577 | Providing and stacking of Terminalia Mentalis of height 240-300 cm. in big polybag of size 25 cm as per direction of the officer-in-charge. |
| 578 | Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge direction of the officer-in-charge. |
| 579 | Providing and stacking of Putranjiva roxburghii of height 90-105 cm. in big polybag of size 25 cm as per direction of the officer-in-charge. |
| 580 | Providing and stacking of Bauhinia purpurea (Kachnar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 581 | Providing and stacking of Thespesia populnea of height 240-300 cm. in big polybag of size 25 cm as per direction of the officer-in-charge. |
| 582 | Providing and stacking of Pongamia pinnata (Papri) of height 120-135 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. |
| 583 | Providing and stacking of Casuarina equisetifolia of height 150-165 cm in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 584 | Providing and stacking of Bauhinia blakeana (Kachnar) of height 120-150 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 585 | Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge |
| 586 | Providing and stacking of Schleichera trijuga (Kusum) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 587 | Providing and stacking of Tabebuia sp. of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. |
| 588 | Providing and stacking of Peltophorum species of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 589 | Providing and stacking of Ficus bengalensis (Bargad) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 590 | Providing and stacking of Ficus religiosa (Peepal) of height 150-165 cm. in big poly bags of size 30 cm as per direction of the officer-in-charge. |
| 591 | Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge. |
| 592 | Providing and stacking of Vitex negundo L. of height 30 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 593 | Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. |
| 594 | Providing and stacking of Nauclea cadamba (Kadam) of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.v |
| 595 | Providing and stacking of Tamarindus indica (Imli) of height 120-150 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. |
| 596 | Providing and stacking of Limonia acidissima L of height 30 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 597 | Providing and stacking of Samanea saman of height 30 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 598 | Providing and stacking of Ficus carica of height 30 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 599 | Providing and stacking of Grewia asiatica L of height 30 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 600 | Providing and stacking of Morus alba (mulberry/Setur) of height 30 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 601 | Providing and stacking of Morus rubra (mulberry/Setur) of height 30 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 602 | Providing and stacking of Ziziphus mauritiana (Bor) of height 30 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 603 | Providing and stacking of Averrhoa carambola (Star fruit) of height 30 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 604 | Providing and stacking of Psidium guajava (Guava) of height 30 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 605 | Providing and stacking of Punica granatum (Anar) of height 30 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 606 | Providing and stacking of Syzygium cumini (Jamun) of height 30 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 607 | Providing and stacking of Salvadora persica (Pilu) of height 30 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 608 | Providing and stacking of Cordia dichotoma (Gundi) of height 30 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. |
| 609 | Providing and stacking of Pithecellobium dulce (Jungle Jalebi) of height 120-150 cm. in Big HDPE Bag as per direction of the officer-in-charge. |
| 610 | Providing and stacking of Phyllanthus emblica (Amla) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. |
| 611 | Providing and stacking of Mangifera indica (Mango-grafted ) of height 60-75 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. |
| 612 | Providing and stacking of Manilkara hexandra (Rayan) of height 30 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. |
| 613 | Providing and stacking of Murraya Koenigii spreng (Kadipatta/meetha neem) of ht 45-60 cm well developed in earthen pots of size 20 cm. per direction of the officer-in-charge. |
| 614 | Providing and stacking of Manilkara zapota (Chikoo) of height 30 cm. in big polybags of size 20 cm as per direction of the officer-in-charge. |
| 615 | Providing and Stacking of Chrysopogon zizanioides (Vetivar grass) of ht. 30 cm with multi branches in Poly bag of size 20 cm. as per direction of the officer-in-charge. |
| 616 | Providing and Stacking of Pennisetum purpureum (Nepiar grass) of ht. 30 cm with multi branches in Poly bag of size 20 cm. as per direction of the officer-in-charge. |
| 617 | Providing and Stacking of Lemon grass of ht. 30 cm with multi branches in Poly bag of size 20 cm. as per direction of the officer-in-charge. |
| 618 | Providing and Stacking of Saccharum munja (Munja grass) of ht. 30 cm with multi branches in Poly bag of size 20 cm. as per direction of the officer-in-charge. |
| 619 | Providing and Stacking of Saccharum spontaneum (kans grass) of ht. 30 cm with multi branches in Poly bag of size 20 cm. as per direction of the officer-in-charge. |
| 620 | Providing and stacking of Terminalia catappa (Badam) of height 30 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. |
| 621 | Providing and stacking of Ficus racemosa (Umedo) of height 30 cm. with 6-8 branches healthy foliage in earthen pots of size 20 cm as per direction of the officer-in-charge. |
| 622 | Providing and stacking of Singapore cherry of height 30 cm. in big polybags of size 20 cm as per direction of the officer-in-charge. |
| 623 | Providing and stacking of Cestrum nocturnum (Raat ki Rani) of height 60-75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge. |
| 624 | Providing and stacking of Calliandra hybrida of height 105-120 cm., well branched, bushy in big size HDPE bag as per direction of the officer-in-charge. |
| 625 | Providing and Displaying Impatiens balsamina (Gul mehndi) in different colour well developed fresh and healthy (3 in one) well bloomed in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-incharge. |
| 626 | Providing and stacking of Lawsonia inermis (Henna) of height 30 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. |
| 627 | Providing and stacking of Rotheca microphylla (Dev chakli) of height 30 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. |
| 628 | Providing and stacking of Allamanda blanchetii of height 30-45 cm. in poly bag of size 20 cm as per direction of the officer-in-charge. |
| 629 | Providing and stacking of Solidago canadensis (Golden rod) of height 30-45 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge. |
| 630 | Providing and stacking of Buddleja davidii of height 30-45 cm. in poly bag of size 20 cm as per direction of the officer-in-charge. |
| 631 | Providing and stacking of Cestrum diurnum (Day king) of height 30-45 cm. in poly bag of size 20 cm as per direction of the officer-in-charge. |
| 632 | Providing and stacking of Hymenocallis littoralis (Spider lily) of height 30-45 cm. in poly bag of size 20 cm as per direction of the officer-in-charge. |
| 633 | Providing and stacking of Sphagneticola trilobata (Wedelia) of height 30-45 cm. in poly bag of size 20 cm as per direction of the officer-in-charge. |
| 634 | Providing and stacking of Clitoria ternatea (Aparajita - Blue) of height 30-45 cm. in poly bag of size 20 cm as per direction of the officer-in-charge. |
| 635 | Providing and stacking of Jacquemontia abutiloides of height 30-45 cm. in big poly bags of size 20-25 cm as per direction of the officer-in-charge. |
| 636 | Providing and stacking of Nerium olender dwarf of height 30-45 cm. in big poly bags of size 20-25 cm as per direction of the officer-in-charge. |
| 637 | Providing and stacking of Tabernaemontana coronaria variegata of height 30-45 cm. in big poly bags of size 20-25 cm as per direction of the officer-in-charge. |
| 638 | Providing and stacking of Clerodendron varigated having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in charge. |
| 639 | Providing and stacking of Duranta varigated having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in charge. |
| 640 | Providing and stacking of Angelonia dwarf of height 30-45 cm. in big poly bags of size 13-18 cm as per direction of the officer-in-charge. |
| 641 | Providing and Displaying Bamboo Buddha valley with fresh & healthy 3 to 4 suckers having 75 to 90 cm ht. in 25 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge |
| 642 | 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) |
| 643 | Holes 1.2 m dia and 1.2 m deep |
| 644 | Holes 90 cm dia, and 90 cm deep |
| 645 | Holes 60 cm dia, and 60 cm deep |
| 646 | Holes 45 cm dia, and 45 cm deep. |
| 647 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) tree plant |
| 648 | 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 25cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge. |
| 649 | Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25 mm dia (Average) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of hollock wood in scantling of section 50X25 mm, fixed with nails and G.I wire on existing support complete as per direction of Engineer-in-charge. |
| 650 | Supplying and installation of Double Surf Board - Outdoor Gym Equipment |
| 651 | Supplying and installation of Double Twister ( Both Standing ) Twister - Outdoor Gym Equipment |
| 652 | Supplying and installation of Air Walker/ Stroller Single Outdoor Gym Equipment |
| 653 | Supplying and installation of Leg Press outdoor Gym Equipment |
| 654 | Supplying and installation of wo Wheel Shoulder Builder/ Arm Wheel outdoor Gym Equipment |
| 655 | Supplying and installation of Traditional Type 4 Seater Double Bar Seesaw for Playground |
| 656 | Transplantation of trees with in a distance of 2km including excavation around existing tree, pruning of branches, lifting, loading and transportation of existing tree, digging pits for placing tree at new place, adding manure, sand, fertilizer, hormones and bio fertilizer to it. Levelled and neatly dressed and disposal of surplus materials from old existing and new sites to designated place. Each tree should be firmly secured to the stake so as to prevent excessive movement, flooding with water, treatment of roots, rope and gunny bags as per direction of the officer incharge. T&P and all required materials shall be arranged by the contractor and nothing extra shall be paid on this account. (a) Girth of tree shall be measured at a height of 1m above ground level beyond 50cm and upto 90cm |
| 657 | Supplying and installation of Cast Iron Polish Garden Bench, Capacity 4 Seater |
| 658 | SCHEDULE H3- Landscapping Sports workClearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 659 | 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 all lead and lift , as directed by Engineer-in-charge. (All Kind of Soil) |
| 660 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manuall means overareas (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 from 1.5 m to 3.0 m m, as directed by Engineer-in-charge. Ordinary rock |
| 661 | 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 for all lifts. |
| 662 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 663 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). |
| 664 | Construction of granular sub-base 150mm 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 (Filter media in road and behind abutment, retaining wall and return wall) |
| 665 | Construction of granular sub-base Grade-III 150mm by providing well graded material of 150 mm thick , mixing in a mechanical mix plant at OMC, carriage of mixed material to work site spreading in uniform layer of specified compacted thickness with motor grader on prepared surface and compacting with smooth wheel vibretory roller to achieve the desired density including material, labour, plant and machinary and equipments etc., complete as per technical specification clause 401 and as directed by Engineer in charge.With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20 |
| 666 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) 150mm specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 667 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On W.B.M. @ 0.75 Kg / sqm |
| 668 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On bituminous surface @ 0.50 Kg / sqm |
| 669 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity |
| 670 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity |
| 671 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete |
| 672 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All workl. PCC of grade M15 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 673 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. - All works upto floor V level - Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 674 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete for all levels. - Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 675 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) |
| 676 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre |
| 677 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 678 | Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives. New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. |
| 679 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour one coats |
| 680 | Supply and installation of basketball court flooring using high-grade co-polymer polypropylene (PP) tiles (300 × 300 × 15.8 mm, approx. 360 g each) with interlocking side locks, designed for temperature resistance, anti-skid performance, and durability, tested and certified by Labosports, SML, and CIPET, compliant with ITF/FIBA standards, including complete installation and a 10-year warranty |
| 681 | Providing and laying Acrylic Synthetic Coat of approved make (California Sports / DecoTurf USA / Rebound Ace International / PFS Poland or equivalent) conforming to ITF standards, consisting of 9 layers including 2 layers of resurface, 4 layers of cushion, 1 layer of filler, and 2 layers of color, complete with surface preparation and line marking as per international standards and as directed by the Engineer-in-Charge1. Filler Course: - Providing and laying one coat of Acrylic Resurface blended with approved silica sand.2. Cushion Course: providing and laying five coats to achieve a smooth, cushioned finish for shock absorption and player comfort.3. Texture Course: providing and laying two coats of acrylic base blended with color compound to ensure uniform surface texture, proper traction, and controlled speed of play.4. Finish Course: providing and laying one coat of acrylic color finish to produce a vibrant, durable surface resistant to weathering and ultraviolet degradation.5. Line Marking: providing and laying two coats of heavy-bodied acrylic latex white striping paint, both textured and un-textured, ensuring clear and durable markings |
| 682 | Providing and applying 2.5 mm thick marking Line marking of the court as compliant with ITF/FIBA standards (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications |
| 683 | Teak wooden flooring and the under frame made of commercial quality pine wood runner of 70mm x 45mm treated with antitermite solution and fixed on the bottom side with 10mm thick ari cushioned pads, stapped thourhg the two wing of 300x300mm with surface board made of kiln seasoned (moisterd containg of approximately 14% at the time of fixing trated teak wood finished with 21 mm thick, 55mm to 90mmn wide random with and in 2 feet to 5 feet random length in tongue and grove shap. the edges of the boards will have a finger lock goove and the bottom side with air pas groove and treated with special antitermite and water resistant lacquer installtion IPS subfloor treated with a vapour barrier to be placed on the levelled IPS sub floor before laying the under frame the runner having air cushion pads ot be placed on the vapour barrier in perfect level at 300 mm in direction the surface board to be screed tongue by the groove of adjoing board ends of the board will be locked by insteriy the wooden fingers through the edge grooves and fixed with suitable adhesive and expansion of 8 to 10mm be left opne between the wooden flooring and the surrounding tiled ara/wall after laying the flooring the floor board will be levelled to a uniform surface and applied a thick coat fo water board polish on the face game line marking of WSF approved standard game line marking of badmintion court. |
| 684 | Badminton PVC sports flooring of required colour thcikness 4.5mm & rolls size 1.8 meter x 15 meter with 140 kg for one roll, joint by SR solution or plastic welding code shock absorption 36% wear laying 1.2mm, surface sand pattern abrasion ressitance <=350 mg, IPI : 49, elatic foam layer >=T.max, anti bactrial activity >= 99.9% fire rating BI at Indoor badminton & tennis court etc. complete. |
| 685 | Supplying and fixing of Tennis/ Badminton pole 100 mmX100 mm mild steel black pipe and finished with high quality P.U. paints with inside gear box system fix in ground with heavy garware tennis net and height 42'' and thickness 2 mm. |
| 686 | Providing an erecting upto 12ft height GI chaining fencing (50mm*50mm mesh) wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade having supports embedded in concrete and consist of erection of 50mm NB GI pipe(medium duty) at approx distance of 10 ft c/c (Vertical member). Grouting the same in the concrete and tie the horizontal members with 50mm NB alongwith provision of one gate at the entrance.All the verticals members shall be embedded in cement concrete at a depth of 1 feet including all materials ,accesseries, tools and tackles or as detailed in tech spec.Horizontal members shall be spaced at 4ft or less, and welded to adjacent vertical members.Chainlink shall be fixed to pipe structure with appropriate G.I. hardware.Welded joints between horizontal and vertical members shall be applied with zinc rich paint after complete cleaning. |
| 687 | Design, Supply, Installation, Testing and Commissioning of Sports Court Lighting SystemDesign, supply, installation, testing and commissioning of a complete sports court lighting system for Badminton (02 Indoor courts ), Basketball (02 courts) and Tennis Courts (02 courts)using IP65 LED sports luminaires mounted on suitable hot-dip galvanized steel poles. The lighting system shall be designed to achieve a maintained average horizontal illuminance of not less than 750 lux over the entire playing area with a minimum uniformity (Emin/Eavg) of 0.70, in accordance with EN 12193 (Sports Lighting) or equivalent international standard.The LED luminaires shall have minimum efficacy of 140 lm/W, CRI ≥80, CCT 4000–5700 K, PF ≥0.95, THD ≤10%, surge protection ≥10 kV, flicker-free constant current drivers, and a minimum IP65 protection with IK08 mechanical impact resistance.The scope shall include:Design and submission of complete lighting calculations, lighting layout, lux simulation report, pole foundation drawings, structural calculations for poles, fixture mounting details, cable routing, SLD, control schematic, earthing layout and all construction drawings for approval.Construction of RCC foundations, pedestal works, cable trenches, cable protection, control panel foundation and all associated civil works required for complete installation.Supply and installation of hot-dip galvanized steel poles, LED sports luminaires, mounting brackets, control panel, protection devices, wiring, cables, glands, lugs, connectors, junction boxes and all accessories necessary for complete operation.Complete earthing system for poles, control panel and associated metallic structures in accordance with IS 3043 (Latest Revision), including supply and installation of earth electrodes, earth pits, GI/Copper strips, earth conductors, inspection chambers and all accessories.Testing, commissioning and demonstration of the lighting system, including measurement of maintained illuminance and uniformity using a calibrated digital lux meter at not less than 30 grid points per court, or as specified in EN 12193, in the presence of the Engineer-in-Charge (EIC).Submission of test reports, as-built drawings, manufacturer's warranties, operation & maintenance manuals and commissioning reports.Power supply up to the incoming terminals of the lighting control panel shall be provided by the Engineer-in-Charge.All materials shall conform to the latest applicable Indian Standards (IS), IEC Standards and relevant international standards.Approved Makes (or Equivalent)LED Sports Luminaires: Wipro, Signify (Philips), Bajaj, Havells, Crompton or equivalent approved make.Switchgear/Control Gear: Schneider Electric, Siemens, ABB, Legrand, L&T, Havells or equivalent approved make.Cables/Wires: Polycab, RR Kabel, Finolex, Havells, KEI or equivalent approved make.The contractor shall provide a minimum 5-year comprehensive warranty on LED luminaires, drivers, control gear and associated accessories, and a minimum 10-year warranty against corrosion of hot-dip galvanized poles. |
| 688 | SCHEDULE H4 - Storm water drainage workExcavating trenches for pipes, cables etc exceeding 300mm dia but not exceeding 600mm dia including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, for Ordinary Rock strata 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 |
| 689 | Excavating trenches for pipes, cables etc exceeding 300mm dia but not exceeding 600mm dia including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3.0m, for Ordinary Rock strata 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 |
| 690 | Excavating trenches for pipes, cables etc exceeding 300mm dia but not exceeding 600mm dia including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 3.0m but not exceeding 4.5m, for Ordinary Rock strata 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 |
| 691 | Excavating trenches for pipes, cables etc exceeding 300mm dia but not exceeding 600mm dia including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 4.50m but not exceeding 6.0m, for Ordinary Rock strata 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 |
| 692 | Excavating trenches for pipes, cables etc exceeding 600mm dia but not exceeding 900mm dia including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, for Ordinary Rock strata 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 |
| 693 | Excavating trenches for pipes, cables etc exceeding 600mm dia but not exceeding 900mm dia including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3.0m, for all Ordinary Rock strata 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 |
| 694 | Excavating trenches for pipes, cables etc exceeding 600mm dia but not exceeding 900mm dia including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 3.0m but not exceeding 4.5 m, for all Ordinary Rock strata 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 |
| 695 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.Ordinary or hard rock beyond 6m depth |
| 696 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depths, 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 in soil of all kinds |
| 697 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 698 | 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. |
| 699 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. Including hydro testing of all joints. |
| 700 | 400 mm dia RCC pipes. |
| 701 | 600 mm dia RCC pipes. |
| 702 | 800 mm dia RCC pipes. |
| 703 | 900 mm dia RCC pipes. |
| 704 | Construction of Manhole in Brick work/RCC type as per the manhole drawing all including excavation in all lift and 50 m lead in all sort of soil, murrum, ordenery rock, hard rock |
| 705 | Upto 0.90 m |
| 706 | 0.90 m to 1.50 m |
| 707 | 1.50 m to 2.0 m |
| 708 | 2.0 m to 2.5 m |
| 709 | 2.5 m to 3.0 m |
| 710 | 3.00 m to 3.5 m |
| 711 | 3.5 m to 4.0 m |
| 712 | 4.0 m to 4.5 m |
| 713 | 4.5 m to 5.0 m |
| 714 | 5.0 m to 5.5 m |
| 715 | 5.5 m to 6.0 m |
| 716 | 6.0 m to 6.5 m |
| 717 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All workl. PCC of grade M15 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 718 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete |
| 719 | Providing and laying in Fillcrete/PCC of 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - All around the pipe line after hydrotest |
| 720 | construction of Recharge well of depth 20m and dia 600mm including drilling, installing of slotted casing PVC/HDPE etc, filling of boulders, gavels and fine sand all as per CPWD specification |
| 721 | Design and Construction of RCC under ground (Flat slab type) Rainwater harvesting Reservoir of following capacity as per the Scope of work and Technical specification, in all respect |
| 722 | SCHEDULE H5- External water supply & WTP workExcavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.For Ordinary Rock |
| 723 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.For All Kind of Soil |
| 724 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All workl. PCC of grade M15 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 725 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete |
| 726 | 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. |
| 727 | Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths ISI marked HDPE pipes of PE-100 grade & PN-6 for potable water as per IS 4984 (amended upto date) in trenches complete with all accessories like Bend, Tee, Reducer, Stub end, End cap etc including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately. |
| 728 | 90 mm Pipe |
| 729 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal High Alumina Cement (HAC) mortar lining for gravity sewer network with rubber ring (EPDM) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per technical specifications and as per direction of Engineer. |
| 730 | 100 mm Pipe |
| 731 | 150 mm Pipe |
| 732 | 200 mm Pipe |
| 733 | 250 mm Pipe |
| 734 | 300 mm Pipe |
| 735 | 350 mm Pipe |
| 736 | 400 mm Pipe |
| 737 | Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated CI D/F Sluice valves of approved make (IS: 14846 amended upto date) PN 1.0 class of following dia complete. (including jointing and jointing material) including all material, labour,testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer |
| 738 | 100 mm |
| 739 | 150 mm |
| 740 | 200 mm |
| 741 | 250 mm |
| 742 | 300 mm |
| 743 | 350 mm |
| 744 | 400 mm |
| 745 | Providing, lowering, aligning and fixing in position DI D/F Diaphragm type Pressure Reducing / Flow Control Valve of approved make of following Pressure rating & dia complete and of following specifications: Body & Bonnet - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or ASTM A 536, Diaphragm and Resilient seal disc - Flexible, non-wicking nylon fabric reinforced synthetic elastomer -Buna-N / EPDM (FDA / WRAS approved), Body Seat Ring - Cast stainless steel ASTM- A 351 GR. CF8M / AISI- 316, raised, replaceable inline & onsite Stem - Stainless Steel, AISI-316, raised, replaceable inline & onsite Spring & Bearing bush- Stainless Steel, AISI-316 ,Disc guide, disc retainer & diaphragm washer - Stainless Steel, AISI-304/ 316/Bronze ,Seal- EPDM/ NBR ,Pilot Body- Stainless Steel, AISI-304/ CF8 or Brass Tubing - Stainless Steel, AISI-304 / Copper ,Solenoid Valve- Stainless Steel, AISI-316 ,Throttling plug - Stainless Steel, AISI-304, Nut- Bolts - SS Face to Face- as per ANSI B 16.1/ EN 558-1 and Flange ends should be as per ANSI B-16.5, Class 150 and Class 300/ EN-1092-2. Rubber insertion of black EPDM 6mm thick Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied both inside and outside. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning as per Technical Specification & as per direction of Engineer-In- Charge. |
| 746 | 80 mm |
| 747 | 100 mm |
| 748 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm 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 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : inside size 120x90 cm and 90 cm deep including C.l. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) With common burnt clay F.P.S. (non modular) bricks of class designation7.5 |
| 749 | Providing and fixing CI double acting air valve of approved make and quality with bolts, nuts, rubber insertations etc. complete, |
| 750 | 50 mm |
| 751 | 80 mm |
| 752 | 100 mm |
| 753 | Construction and design of RCC Clear Water Reservoir of following capacity as per Scope of work and Technical specification, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the verticalwall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator(Float type).i) Providing and fixing MS ladder from ground to top slab.j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2 & 3.3000 KL Raw water Sump (Considering 1000 KL 3 nos of Sump) |
| 754 | Construction of Pump house of RCC framed structure as per approved standard GA, structure, electrical drawing, scope of work and technical specification complete work in all respect including electrical works for indoor and outdoor lighting and fans, rain water drainage, sanitary, plumbing, monorail/ EOT crane etc for Earth quake zone II and SBC equal to or more than 7 T/sqm.Note: Standard drawings can be viewed on websitehttps://pheddms.rajasthan.gov.in/private/public/dms_document.aspx. |
| 755 | Type III ( 150.6 Sqm) for Raw ewater Transmission |
| 756 | Type IV ( 212.9 Sqm) for Treated water transmission |
| 757 | Submersible PumpDesign, manufacture, supply, erection, trial running, performance testing and commissioning of Submersible pump of approved make along with guide rail and duck foot bend for Supply of Portable waterMaterial of ConstructionImpeller: - SS304Shaft: - SS410Casing:- CIFasteners: - SS304 |
| 758 | 3 Working + 2 Standyby167 M3/hr @ 55 m Head and 45 KW |
| 759 | 1 Working + 1 Standyby70 M3/hr @ 35 m Head and 15 KW |
| 760 | 2 Working + 1 Standyby55 M3/hr @ 55 m Head and 18.5 KW |
| 761 | DI PipesProviding, lowering, laying in trenches, aligning, fixing in position and double flanged (welded) centrifugally (spun) Ductile iron ISI marked K-9 grade pipes as per IS:8329-2000 (amended upto date), (including jointing and jointing material) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. |
| 762 | 350 mm |
| 763 | 150 mm |
| 764 | Sluice Valve :Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated CI D/F Sluice valves of approved make (IS: 14846 amended upto date) PN 1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. |
| 765 | 350 mm |
| 766 | 150 mm |
| 767 | NRVC.I. NON-RETURN (REFLUX) VALVES, FLANGED ENDS IN SWING TYPE DESIGN IS: 5312 PN-1.6 WITH RUBBER |
| 768 | 350 mm |
| 769 | 150 mm |
| 770 | Supplying, erecting, testing & commissioning of Hand operated Travelling Crane (HOT) (single bridge girder carrying two wheels , complete with chain pulley block, load chain of welded construction of alloy steel as per IS:2429, hand chains for hoisting & traverse mechanism, totally encased Gears, trolley, trolley track wheels. Axle & shaft, swivel type lifting hook as per IS:3815, lock to prevent hook from swivelling, brakes for lifting gear, suitable for the above parameters and as per the direction of the Engineer.3MT capacity Considering Span 9 m and Lift 3 m |
| 771 | Add extra for additional per metre lift. |
| 772 | 11 kV Outdoor Cable Terminations:Providing & fitting heat shrink cable termination/ jointing kits for 6.6 kV (UE) / 11 kV (E) grade XLPE insulated cable including necessary earth connectivity connection, material & consummables making the termination/ joint complete ensuring the joint resistance is within the permissble limit as per IS, of following types & sizes for 3C x 120 sq.mm A2XFY |
| 773 | LT PMCC With APFC Panel:Design, engineering, procurement, installation, testing and commissioning of PMCC panel with totally enclosed type as per IS: 2147 & IS-8623, operation on three phase,415V, 50Hz,neutral effectively grounded, IP 52, with instrument compartments indicating lamps, control contactors as per IS: 13947,relays and control fuses air insulated . Incoming & Outgoing feeder deatils shall be as per Design & SLD Drawing.ACB/ MCCB as incomer feeder , outgoing feeder with S/D , Soft startrer, VFD,DOL feeder & TPN MCCB/SFU etc as per Design & SLD Drawing. |
| 774 | LT PMCC With APFC Panel:Design, engineering, procurement, installation, testing and commissioning of PMCC panel with totally enclosed type as per IS: 2147 & IS-8623, operation on three phase,415V, 50Hz,neutral effectively grounded, IP 52, with instrument compartments indicating lamps, control contactors as per IS: 13947,relays and control fuses air insulated . Incoming & Outgoing feeder deatils shall be as per Design & SLD Drawing.ACB/ MCCB as incomer feeder , outgoing feeder with S/D , Soft startrer, VFD,DOL feeder & TPN MCCB/SFU etc as per Design & SLD Drawing. |
| 775 | 1100V Grade LV Cables:Power Cables, Solid Aluminum conductor up to 10 sqmm balance stranded conductor,XLPE Insulated,cores laid up, PVC innersheathed, armoured (Aluminium wire for single core up to 70 sqmm balance Aluminium strip), extruded PVC Type ST2 sheathed, 650/1100V grade as per IS 7908(Part 1) 1988 |
| 776 | 3.5C x 185 Sq. mm (AL) |
| 777 | 4C x 2.5 Sq. mm (CU) |
| 778 | 3C x 120Sq. mm (11KV UE) |
| 779 | Cable LugsS.I.T.C. of crimping type aluminium/ copper lug conforming to IS suitable for cable as below, evenly crimmed with high pressure tool and connected to switch and connected to switch gear terminal with brass/ cadmium plated nut bolts in an approved manner. |
| 780 | Cable Glands:Supplying and fixing heavy duty flange type brass cable glands with rubber ring for suitable size PVC armoured cable complete with out going tails, insulating tape etc. |
| 781 | Cable Trays & Accessories:Supply, Installation, fabrication, testing & comissioning of G.I ladder type cable tray with G.I coupler plate & nut bolt, tray cover etc. of 450mm wide |
| 782 | Supply, Installation, fabrication, testing & comissioning of G.I perforated type cable tray with G.I coupler plate & nut bolt, tray cover etc. of 150mmmm thick |
| 783 | Earthing & Lightning Protection System: Providing EARTHING & Lighting protection for Pump house, Electrical penel room, Out side Pump house area & Switchyard area equipments including Earthing pits, Electrode, GI Strips, MS Strip as per IS 3043 & IEEE 80 & tender specifications. |
| 784 | Pipe type earthing with 40 mm dia 2.5 mtr long 'B' grade G.I. pipe with necessary coupling buch buried in specially prepared earth pit & G.I. earth wire of 8 SWG erected & connected as directed (For panel |
| 785 | Providing and Erecting required size of GI strip for earthing of electrical equipment i.e. 11kV DP structure, Transformers body, 11kV Switchgear, Starter/ Motors, LVPMCC Panel, PDB/ LDB, Cable trays etc. |
| 786 | Providing and Erecting required size of copper strip for earthing of electrical equipment i.e. Transformer Neutral, DG neutral & UPS earthing. |
| 787 | Providing & erecting Hot dip Galvanisied strip/ iron wire 8 to 16 SWG for Aux. DB, Outdoor Lighting Poles & LPBS etc. |
| 788 | SITC of 600 x 600 x 3mm Cu. plate type earthing station for transformer neutral complete with extended strip conductors from plate, water pouring pipe with funnel, connecting hardware, etc. |
| 789 | SAFETY ACCESSORIES |
| 790 | (a)Providing printed instruction chart both in english and Hindi |
| 791 | (b)Providing pair of rubber hand gloves |
| 792 | (c)Supplying 6mm thick rubber mat of required lenth |
| 793 | (d)Supplying standard first aid box with all standard content /medical items |
| 794 | (e)Supply fire bucket round bottom of 9 ltr capacity made out of 24 gauge GI sheets with extra handle at bottom duly painted white inside and red out side with fire mark filled with drysand and kept on existing stand provided or hug on wall hook. |
| 795 | (g)Supplying & erection carbon dioxide fire extinguisher user of following capacity with necessary clamps made from 50x6 mm M.S Flat with nut & bolts ground in wall complate. |
| 796 | S.I.T.C. of bourdon type glycerine filled 150 mm Ø Pressure Guage complete with syphon tube with isolating cock having range of 0 to 6 kg/cm2 as per IS:8793. |
| 797 | Design, Supply, Installation, Testing, Commissioning of Full Bore Electromagnetic flow meter with factory calibration, Inbuilt Battery Power Operated, flanged connection, Flow sensor, Indicator, transmitter and totaliser with all accessories viz. surge arrestor, associated cables, cabinets, hardwares, etc complete as per following specifications:(a).350mm dIa |
| 798 | Design, construction, commissioning & testing of Non Mechanical Rapid Gravity Filter Plant of capacity as under. This work includes construction of RCC receiving chamber, baffle channel, flocculate, clarifier, collecting channel, filter beds , operation gallery, clear water chamber, channel, chlorination chamber, Back wash tank, pipe system for carrying raw water from Pump House to inlet of RGF, clear water from Plant to CWR, De-sludging system including providing pipe system from clarifier, flocculate & back wash water chamber to existing storage tank, over head back wash tank, back wash pumps (1W+1S) set with piping system, air blowers (1W+1S) as per design, interconnection of raw water, clear water, sludge pipes etc. including allied works such for construction ,commissioning of system with all compactable system of electrical mechanical and instrumentation items for respective capacity of plant as defined in scope of work, technical specifications and provisions of CPHEEO manual at various water supply schemes |
| 799 | Consideration of 1 MLD of Plant |
| 800 | SCHEDULE H6 - External sewerage and STP workExcavating trenches for pipes, cables etc exceeding 80mm dia but not exceeding 300mm dia including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, for Ordinary rock 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. |
| 801 | Excavating trenches for pipes, cables etc exceeding 80mm dia but not exceeding 300mm dia including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3.0m, for Ordinary rock 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. |
| 802 | Excavating trenches for pipes, cables etc exceeding 80mm dia but not exceeding 300mm dia including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 3.0m but not exceeding 4.5m, for Ordinary rock 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. |
| 803 | Excavating trenches for pipes, cables etc exceeding 80mm dia but not exceeding 300mm dia including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 4.5 but not exceeding 6m, for Ordinary rock 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. |
| 804 | Excavating trenches for pipes, cables etc exceeding 300mm dia but not exceeding 600mm dia including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, for Ordinary rock 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. |
| 805 | Excavating trenches for pipes, cables etc exceeding 300mm dia but not exceeding 600mm dia including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3.0m,for Ordinary rock 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. |
| 806 | Excavating trenches for pipes, cables etc exceeding 300mm dia but not exceeding 600mm dia including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 3m but not exceeding 4.5m, for Ordinary rock 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. |
| 807 | Excavating trenches for pipes, cables etc exceeding 300mm dia but not exceeding 600mm dia including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 4.5m but not exceeding 6m, for Ordinary rock 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. |
| 808 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.Ordinary or hard rock beyond 6m depth |
| 809 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depths, 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 in soil of all kinds |
| 810 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All workl. PCC of grade M15 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 811 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete |
| 812 | Providing and laying in Fillcrete/PCC of 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) excluding the cost of centering and shuttering - All around the pipe line after hydrotest |
| 813 | Providing, lowering, laying, aligning, fixing in position and jointing of 200mm Dia at all level/ depths full round HDPE DWC (double wall corrugated) pipes of SN8 grade as per IS 16098 (Part 2) amended upto date in trenches in complete including all material, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications, drawings and as per direction of Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. |
| 814 | Providing, lowering, laying, aligning, fixing in position and jointing of 400mm Dia at all level/ depths full round HDPE DWC (double wall corrugated) pipes of SN8 grade as per IS 16098 (Part 2) amended upto date in trenches in complete including all material, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications, drawings and as per direction of Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. |
| 815 | Providing, lowering, laying, aligning, fixing in position and jointing of 500mm Dia at all level/ depths full round HDPE DWC (double wall corrugated) pipes of SN8 grade as per IS 16098 (Part 2) amended upto date in trenches in complete including all material, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications, drawings and as per direction of Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. |
| 816 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 200 mm dia Ductile Iron Class K-7 pipes complete all as specified and directed by Engineer-in-charge |
| 817 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 250 mm dia Ductile Iron Class K-7 pipes complete all as specified and directed by Engineer-in-charge |
| 818 | 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. |
| 819 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm 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 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design with size 120x90 cm and 90 cm deep including C.l. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) With common burnt clay F.P.S. (non modular) bricks of class designation7.5 |
| 820 | Providing and fixing CI double acting air valve of approved make and quality with bolts, nuts, rubber insertations etc. complete, 80mm |
| 821 | Construction of Manhole in Brick work/RCC type as per the manhole drawing all including excavation in all lift and 50 m lead in all sort of soil, murrum, ordenery rock, hard rock |
| 822 | Upto 0.90 m |
| 823 | 0.90 m to 1.50 m |
| 824 | 1.50 m to 2.0 m |
| 825 | 2.0 m to 2.5 m |
| 826 | 2.5 m to 3.0 m |
| 827 | 3.00 m to 3.5 m |
| 828 | 3.5 m to 4.0 m |
| 829 | 4.0 m to 4.5 m |
| 830 | 4.5 m to 5.0 m |
| 831 | 5.0 m to 5.5 m |
| 832 | 5.5 m to 6.0 m |
| 833 | 6.0 m to 6.5 m |
| 834 | Submersible PumpSupply delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Non clog submersible pumping set of 2% Ni CI Cascading, Impeller CF 8M ,Shaft SS 410,mechanical seal with 10M Power & Control cable , 5M Galvanized Chain,,10M, 50mm MS galvanized Guide pipe, Duck Foot Bend, with Guide wire SS 304 etc. complete with all respect as per specificationImpeller: - SS304 |
| 835 | 1Working + 1 Standyby100 M3/hr @ 21 m Head and 15 KW |
| 836 | 1 Working + 0 Standyby180 M3/hr @ 20 m Head and 22 KW |
| 837 | 1Working + 1 Standyby160 M3/hr @ 22 m Head and 18.5 KW |
| 838 | 1 Working + 0 Standyby300 M3/hr @ 22 m Head and 37 KW |
| 839 | DI PipesProviding, lowering, laying in trenches, aligning, fixing in position and double flanged (welded) centrifugally (spun) Ductile iron ISI marked K-9 grade pipes as per IS:8329-2000 (amended upto date), (including jointing and jointing material) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. |
| 840 | 200 mm |
| 841 | 150 mm |
| 842 | 250 mm |
| 843 | Sluice Valve Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated CI D/F Sluice valves of approved make (IS: 14846 amended upto date) PN 1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. |
| 844 | 200 mm |
| 845 | 150 mm |
| 846 | 250 mm |
| 847 | NRVC.I. NON-RETURN (REFLUX) VALVES, FLANGED ENDS IN SWING TYPE DESIGN IS: 5312 PN-1.6 WITH RUBBER |
| 848 | 200 mm |
| 849 | 150 mm |
| 850 | 250 mm |
| 851 | Supplying, erecting, testing & commissioning of Hand operated Travelling Crane (HOT) (single bridge girder carrying two wheels , complete with chain pulley block, load chain of welded construction of alloy steel as per IS:2429, hand chains for hoisting & traverse mechanism, totally encased Gears, trolley, trolley track wheels. Axle & shaft, swivel type lifting hook as per IS:3815, lock to prevent hook from swivelling, brakes for lifting gear, suitable for the above parameters and as per the direction of the Engineer. 2MT capacity Considering Span 4 M and Lift 3 M |
| 852 | Add extra for additional per metre lift. |
| 853 | 11 kV Outdoor Cable Terminations:Providing & fitting heat shrink cable termination/ jointing kits for 6.6 kV (UE) / 11 kV (E) grade XLPE insulated cable including necessary earth connectivity connection, material & consummables making the termination/ joint complete ensuring the joint resistance is within the permissble limit as per IS, of following types & sizes for 3C x 120 sq.mm A2XFY |
| 854 | LT PMCC With APFC Panel:Design, engineering, procurement, installation, testing and commissioning of PMCC panel with totally enclosed type as per IS: 2147 & IS-8623, operation on three phase,415V, 50Hz,neutral effectively grounded, IP 52, with instrument compartments indicating lamps, control contactors as per IS: 13947,relays and control fuses air insulated . Incoming & Outgoing feeder deatils shall be as per Design & SLD Drawing. ACB/ MCCB as incomer feeder , outgoing feeder with S/D , Soft startrer, VFD,DOL feeder & TPN MCCB/SFU etc as per Design & SLD Drawing. |
| 855 | LT PMCC With APFC Panel:Design, engineering, procurement, installation, testing and commissioning of PMCC panel with totally enclosed type as per IS: 2147 & IS-8623, operation on three phase,415V, 50Hz,neutral effectively grounded, IP 52, with instrument compartments indicating lamps, control contactors as per IS: 13947,relays and control fuses air insulated . Incoming & Outgoing feeder deatils shall be as per Design & SLD Drawing. ACB/ MCCB as incomer feeder , outgoing feeder with S/D , Soft startrer, VFD,DOL feeder & TPN MCCB/SFU etc as per Design & SLD Drawing. |
| 856 | 1100V Grade LV Cables:Power Cables, Solid Aluminum conductor up to 10 sqmm balance stranded conductor,XLPE Insulated,cores laid up, PVC innersheathed, armoured (Aluminium wire for single core up to 70 sqmm balance Aluminium strip), extruded PVC Type ST2 sheathed, 650/1100V grade as per IS 7908(Part 1) 1988 |
| 857 | 3.5C x 185 Sq. mm (AL) |
| 858 | 4C x 2.5 Sq. mm (CU) |
| 859 | 3C x 120Sq. mm (11KV UE) |
| 860 | Cable LugsS.I.T.C. of crimping type aluminium/ copper lug conforming to IS suitable for cable as below, evenly crimmed with high pressure tool and connected to switch and connected to switch gear terminal with brass/ cadmium plated nut bolts in an approved manner. |
| 861 | Cable Glands:Supplying and fixing heavy duty flange type brass cable glands with rubber ring for suitable size PVC armoured cable complete with out going tails, insulating tape etc. |
| 862 | Cable Trays & Accessories:Supply, Installation, fabrication, testing & comissioning of G.I ladder type cable tray with G.I coupler plate & nut bolt, tray cover etc. of 450mm wide |
| 863 | Supply, Installation, fabrication, testing & comissioning of G.I perforated type cable tray with G.I coupler plate & nut bolt, tray cover etc. of 150mmmm thick |
| 864 | Earthing & Lightning Protection System: Providing EARTHING & Lighting protection for Pump house, Electrical penel room, Out side Pump house area & Switchyard area equipments including Earthing pits, Electrode, GI Strips, MS Strip as per IS 3043 & IEEE 80 & tender specifications. |
| 865 | Pipe type earthing with 40 mm dia 2.5 mtr long 'B' grade G.I. pipe with necessary coupling buch buried in specially prepared earth pit & G.I. earth wire of 8 SWG erected & connected as directed (For panel |
| 866 | Providing and Erecting required size of GI strip for earthing of electrical equipment i.e. 11kV DP structure, Transformers body, 11kV Switchgear, Starter/ Motors, LVPMCC Panel, PDB/ LDB, Cable trays etc. |
| 867 | Providing and Erecting required size of copper strip for earthing of electrical equipment i.e. Transformer Neutral, DG neutral & UPS earthing. |
| 868 | Providing & erecting Hot dip Galvanisied strip/ iron wire 8 to 16 SWG for Aux. DB, Outdoor Lighting Poles & LPBS etc. |
| 869 | SITC of 600 x 600 x 3mm Cu. plate type earthing station for transformer neutral complete with extended strip conductors from plate, water pouring pipe with funnel, connecting hardware, etc. |
| 870 | SAFETY ACCESSORIES |
| 871 | (a)Providing printed instruction chart both in english and gujarati |
| 872 | (b)Providing pair of rubber hand gloves |
| 873 | (c)Supplying 6mm thick rubber mat of required lenth |
| 874 | (d)Supplying standard first aid box with all standard content /medical items |
| 875 | (e)Supply fire bucket round bottom of 9 ltr capacity made out of 24 gauge GI sheets with extra handle at bottom duly painted white inside and red out side with fire mark filled with drysand and kept on existing stand provided or hug on wall hook. |
| 876 | (g)Supplying & erection carbon dioxide fire extinguisher user of following capacity with necessary clamps made from 50x6 mm M.S Flat with nut & bolts ground in wall complate. |
| 877 | Designing and constructing of civil work of Pumping station - 1 |
| 878 | Designing and constructing of civil work of Pumping station - 2 |
| 879 | Design, supply, erection, installation, jointing, testing, trial run, commissioning and operation & Maintenance for 5 years, including Defect Liability period of one year, of prefabricated micro Sewage Treatment Plants of capacity 1MLD based on RUIDP Technology for inlet parameters (pH-6.5-7.5; BOD5@ 20-degreeC - 300 mg/I; COD-650 mg/I; TSS -600 mg/I; TKN-55 mg/I) and outlet parameters (pH - 6.5 - 9.0; BOD5@20 degree C - < 10 mg/I; COD - <= 50 mg/I; TSS - <=20 mg/I; N-Total - <= 10 mg/I & Fecal Coliform - <100 MPN/100 ml) complete in all respect as per specifications |
| 880 | Construction and design of RCC (Flat slab type) Water Reservoir of following capacity as per the Scope of work and Technical specification RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the verticalwall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator(Float type).i) Providing and fixing MS ladder from ground to top slab.j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.ZONE-2,3 & 4 |
| 881 | Co ordination with local body and design modification if required: |
| 882 | Obtaining approval/clearances/permission for layout of township from the statutory authorities including modifications in layout and structural designs for structural safety of buildings due to earthquake if any required, and such modifications shall be authenticated from the concerned expert ageincies like NIT/IIT/IISc and also include submission of drawings in hard as well as soft copies. |
| 883 | Making modifications in Plumbing/sewerage system/ drainage system if any required during the construction and such modifications shall be authenticated from the concerned expert ageincies like NIT/IIT/IISc and also include submission of drawings in hard as well as soft copies. Please Enable Macros to View BoQ information |
| 884 | Making modifications in Plumbing/sewerage system/ drainage system if any required during the construction and such modifications shall be authenticated from the concerned expert ageincies like NIT/IIT/IISc and also include submission of drawings in hard as well as soft copies. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayOct 16, 2026
Bid Opening Date
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