Housing Urban and Rular Development Government Departments Closing in 4 days TDR #57771774

Tender For Construction Of The Chief Ministers Model Composite School (Pre-Primary To Class 12) At Saidpur, Gram Panchayat-Maudha, District-Ghazipur (Second Tehsil).

Issued by Government Departments · Ghazipur, Uttar Pradesh
Tender Value
17.89 Crore
Estimated cost
Bid Submission
06 Oct 2026
4 days left
EMD
35.78 Lakhs
Bank guarantee accepted
Document Fee
17700
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Ghazipur → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Construction Of The Chief Ministers Model Composite School (Pre-Primary To Class 12) At Saidpur, Gram Panchayat-Maudha, District-Ghazipur (Second Tehsil).

BOQ

Name of Work:- Construction of the Chief Ministers Model Composite School (Pre-primary to Class 12) at Saidpur, Gram Panchayat-Maudha, District-Ghazipur (Second Tehsil).
Sl. No. Item Description
1Civil Work
2Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
3Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete.
4Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.(P.C.C)
5Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work.
6Construction of drain along with apron. (150X150MM)
7Providing and injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete.(4) Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution)
8Providing and laying in position ready mixed or sitebatched 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 M25 grade with minimum cement content of 330 kg /cum R.C.C. work in Lintel
9Providing and laying in position ready mixed or sitebatched 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 M25 grade with minimum cement content of 330 kg /cum R.C.C. work in slab
10Providing and laying in position ready mixed or sitebatched 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 upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum R.C.C. work in Plinth Beam
11Providing and laying in position ready mixed or sitebatched 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 M25 grade with minimum cement content of 330 kg /cum R.C.C. work in Beam
12Providing and laying in position ready mixed or sitebatched 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 upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum R.C.C. work in foundation
13Providing and laying in position ready mixed or sitebatched 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 upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum R.C.C.work in column (Up to plinth level)
14Providing and laying in position ready mixed or sitebatched 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 M25 grade with minimum cement content of 330 kg /cum R.C.C.work in column
15M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.
16Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size).
17Painting on DPC or over roof slab one coat of air blown bitumen 60/70 or 80/100 grade @ one Kg/Sqm including cost of fuel wood other materials, labour T & P etc required for proper completion of work.
18Brick work in super-structure above plinth level including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand).
19Half brick masonry with (Class M-150 First Class Brick) in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand)
20Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately)
21Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides
22Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :5.5 mm thick glass panes
23Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment).
24Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc.Three track three panels sliding door with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, zinc alloy (Zamak) powder coated handle on two panels along with multi-point locking system, adjustable nylon rollers with SS 304 body.
25TMT Fe-500 iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
2615 mm plinth plaster (1 cement :4 coarse sand) F.M.-2.25
2712mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand. F.M.-2.25
2815 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand.
29Making grooves 10 to12mm wide x 8mm deep in plaster of the wal or in ceilng verticalLy or horizonta ly as required
30Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor).
31Supply and fixing of Kota Stone in flooring 25mm thick and joint filled 1:2 cement and coarse sand with approved colouring materials to be given an even shade with 12mm base coat (bedding) of 1:2 cement & coarse sand mortar and polished by hand or machine and finally finished with french manson polish or other approved polish including supply of all materials, labour, tools & plants etc required for proper completion of the work. 25mm thick
32Supply and fixing 10 to 12mm thick Kota Stone tiles in skirting or dado laid with 1:2 cement and approved coarse sand mortar finished with in its cement colour slurry, jointing and polished or approved quality complete, including supply of all materials, labour tools & plants etc required for proper completion of teh work. 25mm thick
33Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm.
34Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 15mm thick cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm.
35Supply and fixing 6mm thick china white glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc.
36Providing and fixing 18 mm thick Granite (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.
37Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
38Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
39Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For Internal wall surface)
40Providing 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.
41Providing & laying of light cinder filling under floor of toilets & other sunken roofs.
42Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
43Providing 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.ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work.
44Providing and fixing 150 mm bright finished floor stainless steel door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete.
45Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm .
46Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete(a) 250 mm x 10mm
47Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm
48Supply & fixing of flush doors commercial quality conforming to I.S. 2202 Part 1 (1983) including fixing and adjustment of hinges bolts locks handles springs fitting with necessary screws to be supplied departmentally. (a) 35mm thick, (a) Single leaf
49(b) Extra for double leaf doors
50both side laminated
51Extra for providing lipping with 2nd class eak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
52Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineerin- charge Extruded section size 60x58 mm
53After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealent shall be paid separately). Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.Fixed window / ventilator without mullion / transom. Using R2 series with frame (89 mm & above) x (39 mm & above). (Height upto 1.2 metre)
54Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
55Providing 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 50 mm 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-Charge.
56Providing and fixing of expansion joint 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 ccommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a 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 confirm to ASTM 6063) Floor Joint of 100 mm gap
57Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy 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 isplacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.)Roof Joint of 100 mm gap
58Providing and fixing of expansion joint system elated with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimalexposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063).Wall Joint of 100 mm gap
59Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as per design for expansion joints. 200 mm wide.
60Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).
61Providing 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.
62Centering and shuttering including strutting, propping etc. and removal of form for all heights :, Foundations, footings, bases of columns, etc. for mass concrete.
63Columns,Pillars, Piers, Abutments, Posts and Struts.
64Lintels, beams, plinth beams, girders, bressumers and cantilevers.
65Suspended floors, roofs, landings, balconies and access platform.
66Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) R.C.C. work in Plinth Band
67Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). R.C.C. work in Lintel
68Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) R.C.C.work in footing
69Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) R.C.C.work in column
70Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) R.C.C.work in column
71Chequered tiles 22 mm thick in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : Light shade pigment using white cement.
721:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
73Second class teak wood flooring 20mm thick
74Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm .
75Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete, (a) 250 mm x 10mm
76(a) 200 mm x 10mm
77Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm
78Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.,Hot finished seamless type tubes([email protected]./sqm
79Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per anufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
80Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 1.0 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
81Supply & fixing 6 mm thick china white glazed tiles in flooring or in skirting or dado laid with 1 :3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials labours & tools etc, required for completion of the work. (size of tiles upto 200x 300 mm). Wall tiles
82Providing & laying of light cinder filling under floor of toilets & other sunken roofs.
8318 mm thick cement plaster in dado/ skirting in 1:3 consisting of one part of cement and 3 part of approved coarse sand laid in panels, finished with 3mm floating coat of neat cement and marble dust in ratio of 5:1 including supply of all materials labour T & P etc. required for proper completion of the work.
84Providing and fixing glass strips in joints of terrazo/ cement concrete floors. (a) 40 mm wide and 35 mm thick
85Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer.
86Providing and fixing M.S. Tubular frames for doors, windows, ventilators with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
87Electrical Works
88Wiring for light point / fan point / exhaust fan point / call bell point with 1.50 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable G I box and earthing the point with 1.50 sq. mm FRLS PVC insulated copper conductor single core etc. as required., Group C
89Wiring for light point / fan point / exhaust fan point / call bell point with 1.50 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable G I box and earthing the point with 1.50 sq. mm FRLS PVC insulated copper conductor single core etc. as required.
90Group A
91Group B
92Wiring for twin control light point with 1.50 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with 2 way modular switch, modular plate, suitable G I box and earthing the point with 1.50 sq. mm FRLS PVC insulated copper conductor single core etc. as required.
93Supplying and fixing suitable size G I box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required.
94Wiring for light / power plug with 2 x 4.00 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, along with 1 No. 4.00 sq. mm FRLS PVC insulated copper conductor single core for loop earthing as required.
95Wiring 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.
962 x 1.50 sq. mm + 1 X 1.50 sq. mm earth wire
972 x 2.50 sq. mm + 1 X 2.50 sq. mm earth wire
982 x 6.00 sq. mm + 1 X 6.00 sq. mm earth wire
994 x 10.00 sq. mm + 2 X 6.00 sq. mm earth wire
100Supplying and drawing following sizes of FRLS PVC insulated copper conductor single core cable in existing surface / recessed steel / PVC conduit as required.
1011x 1.50 sq. mm
1023 x 1.50 sq. mm
1033 x 2.5 sq.mm
1043 x 4 Sq.m
105Supplying and fixing of following modular switch / socket on the existing modular plate and switch box including connections but excluding modular plate etc. as required. modular base and cover plate for modular switches in recess etc. as required.
1065 / 6 A Switch
1073 pin 5 / 6 A socket outlet
108Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
109Supplying and fixing modular blanking plate on the existing modular plate and switch box excluding modular plate as required.
110Supplying and fixing suitable size G I box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.
111Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box / wooden block including connections etc. as required.
112Supplying and fixing call bell / buzzer suitable for single phase, 230 V, complete as required.
113Installation, testing and commissioning of ceiling fan, including wiring of the down rods of standard length (upto 30 cm) with 1.50 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.
114Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc.. as required., Upto 450 mm sweep.
115Supplying and fixing suitable size G I box with modular plate and cover in front on surface or in recess, including providing and fixing 2 Nos. 3 pin 5/6 A modular socket outlet and 2 Nos. 5/6 A modular switch, connections etc. as required.
116Supplying and fixing suitable size G I box with modular plate and cover in front on surface or in recess, including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, \\"C\\" curve including connections, painting etc. as required.
117Supplying and fixing PVC Batten / angle holder including connections etc. as required.
118Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface / recess, complete with tinned copper bes 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
119Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. required. 63 Amp.
120Supplying and fixing following way surface / recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (But without MCB and incomer) as required.
1214 way (4 +12), double door
1226way (4 +18), double door
1238 way (4 + 24), double door
1248 way double door
125Supplying and fixing 5 A to 32 A rating, 250 / 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. required.
126Single pole
127Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. required.
12840Amp.
12963 Amp.
130Providing, laying and fixing of following dia G I pipe (medium class) in ground complete with G I fitting trenching (75 cm deep) and re-filling etc as required.
131150 mm dia
132S/F of surface/flush mounting 6 ways V TPN distribution board with addition metal door without DPX3 160 MCCB complete in all respect. as directed at site by Engineer in chardge. Cat-B
133S/F of 80 Amp. To 100 Amp. 4 pole MCCB (16 KA) Thermal Magnetic release. Cat-B
134S/F of 50 Amp. to 63 Amp. SPMCB (10 KA) Cat-B
135S/F of 63 Amp. TP MCB (10 KA) Cat-B
136Supply and fixing of factory fabricated and wired metal clad dust and vermin proof fioor mounting , M.S. Channel Base with botton and top cable entries Electrical control panel with TPN MCCB's (four pole 36 KA with thermal magnatic release ) switches complete and Instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage , current and other parameters (KVA,P.F.,K.W etc) in each phase with touch type selector switch for different reading instrument ,fuses ,current transformer etc. The panel Board shall have suitable capacity electrolytic aluminium busbars as per IS:8623 or above insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC / BMC support with detachable side covers and shall be suitable for extension on the sides. The MCCB'S shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The job includes the grounting of the board as per direction of Engineer-in-charge. All outgoing switches of 100 Amp. and above will be provided with Ammetre .The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm / 2mm . Cubicle type switch shall be of L/T or Schnieder or equvalent make.Incoming - 400 Amp MCCB - 01 No. Outgoing - 200 Amp MCCB - 04 Nos. 63 Amp MCCB - 02 Nos.
137Incoming - 200 Amp MCCB - 01 No. Outgoing - 63 Amp MCCB - 04 Nos.
138Supply and fixing of 16 gauge M S drum with louvers duly painted including making hole in the wall for exhaust fan and finishing properly complete in all respects .
139Supply and fixing of hexagonal / round G P fan box of approved make made up 1.0 mm thick ISI Marked G.P. sheet spot welded four to Eight holes of 25.40 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.50 mm G P sheet made upper and lower cover duly screwed fitted with 300 mm round zink coted M S bar x 12 mm and brand name should be embossed, fixing with wiring conduit laid in the R.C.C. roof before concreting along with supply of all material, labour, T&P etc. required for proper completion of work.
140Supply and fixing of 320 Amp. Four pole Change over switch on 50 mm x 50 mm x 6 mm angle iron frame , including the cost of labour, T&P,painting and other material required for proper completion of the work as per direction and satisfaction of Engineer in charge.
141Supply and fixing of Fire extinguisher, ABC Type 6.00 Kg. capacity (ISI marked IS: 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work.
142Supply and fixing of CO2 type Fire extinguisher, 4.50 Kg. capacity (ISI marked IS: 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work.
143Supply and fixing of fire bucket, round bottom made of G.I. Sheet 9-11 litres capacity duly painted as per fire brigade design, supported on hanging bracket chined and locked, initially filled with fine river sand, water as per directions of Engineer-in-charge.
144Supply and fixing of shock treatment chart (prescribed under I E rules) duly framed with glass and supported from back with hard board or soft board with supply of all material labour, T/P for proper completion of work.
145Supply and laying of 1800 mm x 900 mm x 12 mm thick chequered rubber matting of tested quality.
146Supply & Laying of 25 mm x 3 mm G.I. Strip from earth electrode directly in the ground as required complete in all respect.
147Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanised), Length up to 3000 mm, outer pipe dia 50 mm inner pipe dia 25 mm, terminal dia 12 mm, outer GI pipe of 16 SWG and inner GI pipe of 12 SWG with hot dip galvanization upto 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity with 30 cm square C.I. frame with hinged cover and masonary housing, (from apron to switch board cost of 25 x 3 mm G I strip will be extra) . Make: C.P.R.I. Certified.
148Supply and fixing of crimping, solderless, copper tin electroplated lugs of Dowells/Ismail make suitable for 1.5 sq.mm to 25 sq.mm cables, including tapping with insulating tape, complete in all respect.Pole- Supply & Fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thick) having 3 mm thickness with double arm bracket (1 mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P complete in all respect.- 1 no
149Solar PV Panel - Multicrist line - 4 x 110 = 440 wattBattery- Lithium Fero phosfet 12.8 volt 50 AH (4 x 50 AH) Luminair - 4 x 18 watt = 72 watt white LED LightTiming- Evening to Morning
150Supply & Laying of Aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. Including excavation and refiling. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
15135 sq.mm x 3½ core.
15270 sq.mm x 3½ core.
153185 sq.mm x 3½ core.
154Supply and fixing of recess/Surface/Pendent mounting round 10 watt to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. 1100-1640 system lumens, 110 Lm/watt, PF > 0.95, THD<10%, at full load CRI>80, with 3 year warrantee Cat AA
155Supply and fixing of recess/Surface mounting round 18 watt to 20 watt Cut out Min 150mm, Height Min 40mm, LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/Reflector and driver set, suitable for 24Hr Continuous Operation, complete in all respect. 1980-2200 system lumens, 1001m/watt, PF>0.95, THD<10%, at full load CRI>80, with 3 year warrantee Cat AA
156Supply and fixing of 2' x 2' 36 watt to 46 watt, indoor recess/surface mounted LED square fitting for armstrong ceiling power quoted CRCA housing body diffuser of special Polycarbonate meterial and driver set complete in all respect. 3960-5060 system lumens, with fully covered diffuser type, 110Lm/watt, PF>0.95, THD<10%, at full load, CRI>80, with 3 year warrantee Cat AA
157Supply and fixing of LED Tube Light with Metal heavy duty box type batten Light fitting 1 x 22 watt suitable for upto 1 x 22 watt LED Polycarbonate tube light complete including tube suitable for both surface & suspended complete in all respect. 2420 system lumens, 110 Lm/watt, PF > 0.95, THD<10%, at full load CRI>80, Tube with aluminium sink hit with 3 year warrantee Cat AA
158Supply and fixing of recess / Paendent mounting having 1' x 4' size 36 to 46 watt seamlessly intergrated LED luminaire High purity/ Ttransmisivity UV Stublized non Yellowish diffuser/Reflector from Uniform light disturbution, intergral/detachable driver set, open & short circuit protection suitable for 24 Hr. Continuous Operation, complete in all respect. 4320-5520 system lumens, High power LED with lenses, 120 Lm/watt, PF> 0.95, THD<10%, at full load, CRI>70, > 440 V & >300 V autocut & restarts feature with 5 year warrantee Cat AAA
159Supply and fixing of water tight oblong 10 watt LED bulkhead luminaire having die cost housing with driver set confirming to IP 65 and above protection. complete in all respect. 1100 system lumens, 110 Lm/watt, PF > 0.95, THD<10%, at full load CRI>80, with 3 year warrantee Cat AA
160Supply and fixing of LED Street light fitting having die cast aluminium body and diffuser with driver set suitable for 60 to 72 watt. Confirming to IP 66 and above Protection complete in all respect. 7200-8640 system lumens, High power LED with lenses, 120 Lm/watt, PF> 0.95, THD<10%, at full load, CRI>70, > 440 V & >300 V autocut & restarts feature with 5 year warrantee Cat AAA
161Supply of Ceiling fan 1200 mm sweep, 220 / 240 Volt, 50 Hz, 1 - phase, Double ball bearing , Capacitor type one star / ISI marked complete with down rod, blades, canopies etc. Usha / Crompton / Khaitan / Bajaj / Havells make.
162Supply of Ceiling fan 1400 mm sweep, 220 / 240 Volt, 50 Hz, 1 - phase, Double ball bearing , Capacitor type one star / ISI marked complete with down rod, blades, canopies etc. Usha / Crompton / Khaitan / Bajaj / Havells make.
163Supply of Exhaust fan (Not fresh air fan) 300 mm sweep, double ball bearing complete in all respects. Usha / Crompton / Khaitan / Bajaj / Havells make.
164Supply of Exhaust fan 380 mm sweep, double ball bearing complete in all respects. Usha / Crompton / Khaitan / Bajaj / Havells make.
165Supply and fixing of LED Bulb 9 watt, Bajaj / Crompton / Philips / Havells / Reputed make.
166S/Wiring of T.V. point with coaxial T.V. cable RG-6 grack, 0.7 mm solid copper conductor in PVC conduit pipe with modular box cover plate and T.V. antena socket outlet.
167S/F of Networking Point with Cat 6 wire in P.V.C. conduit Pipe with modular Box IO port RJ-45 cover plate etc.
168Supply & fixing of 9 U rack with Jack panel & Switches.
169S/L of G.I. wire 8 SWG
170S/F Required Lugs, Gland ect.
171S/Wiring of EPBAX Telephone point with 2.0 pair Telephone wire in P.V.C. conduit Pipe with modular Box RJ-11 cover plate etc. Complete in all respect.
172Providing & Instalation of 4 KVA voltage stabilizers with range of 130-280 V of standard make lnmag, servel, stambh.
173Providing & Instalation of 5 KVA voltage stabilizers with range of 130-280 V of standard make lnmag, servel, stambh.
174S/L of PVC Drain water pipinp 25 mm with insulation.
175S/L of copper piping refrigerant along with insulation piping for high wall 1.5 ton and 1 ton A.C. 1/2 and 1/4 soft copper refrigerant piping with complete fitting, elbows bends supporting arrangements Nissan, Merchant, MET tube, Totaline tube, pressure tested tube.
176S/L of 25 sq.mm x 3 core copper conductor flexible cable made as above.
177S.I.T.C. of L shape/suitable shape M.S. Frame and stand for mounting outerdoor units on wall/on floor with fixing handwares, within above catwalk for eassette & split A.C's.
178S/F of surface/flush mounting 6 ways V TPN distribution board with addition metal door without DPX3 160 MCCB complete in all respect. as directed at site by Engineer in chardge. Cat-B
179S/F of 50 Amp. to 63 Amp. SPMCB (10 KA) Cat-B
180S/F of 80 Amp. To 100 Amp. 4 pole MCCB (16 KA) Thermal Magnetic release. Cat-B
181Supply and fixing of 16 gauge M S drum with louvers duly painted including making hole in the wall for exhaust fan and finishing properly complete in all respects .
182Supply and fixing of hexagonal / round G P fan box of approved make made up 1.0 mm thick ISI Marked G.P. sheet spot welded four to Eight holes of 25.40 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.50 mm G P sheet made upper and lower cover duly screwed fitted with 300 mm round zink coted M S bar x 12 mm and brand name should be embossed, fixing with wiring conduit laid in the R.C.C. roof before concreting along with supply of all material, labour, T&P etc. required for proper completion of work.
183Supply and fixing of Fire extinguisher, ABC Type 6.00 Kg. capacity (ISI marked IS: 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work.
184Supply and fixing of CO2 type Fire extinguisher, 4.50 Kg. capacity (ISI marked IS: 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work.
185Supply & Laying of 25 mm x 3 mm G.I. Strip from earth electrode directly in the ground as required complete in all respect.
186Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanised), Length up to 3000 mm, outer pipe dia 50 mm inner pipe dia 25 mm, terminal dia 12 mm, outer GI pipe of 16 SWG and inner GI pipe of 12 SWG with hot dip galvanization upto 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity with 30 cm square C.I. frame with hinged cover and masonary housing, (from apron to switch board cost of 25 x 3 mm G I strip will be extra) . Make: C.P.R.I. Certified.
187Supply and fixing of crimping, solderless, copper tin electroplated lugs of Dowells/Ismail make suitable for 1.5 sq.mm to 25 sq.mm cables, including tapping with insulating tape, complete in all respect.
188Supply & Laying of Aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. Including excavation and refiling. The armouring of the cable shall be properly connected with the earth conductor by clamps etc., 16 sq.mm x 4 core.
189Supply of Ceiling fan 1200 mm sweep, 220 / 240 Volt, 50 Hz, 1 - phase, Double ball bearing , Capacitor type one star / ISI marked complete with down rod, blades, canopies etc. Usha / Crompton / Khaitan / Bajaj / Havells make.
190Supply of Exhaust fan (Not fresh air fan) 300 mm sweep, double ball bearing complete in all respects. Usha / Crompton / Khaitan / Bajaj / Havells make.
191Supply of Exhaust fan 380 mm sweep, double ball bearing complete in all respects. Usha / Crompton / Khaitan / Bajaj / Havells make.
192Supply and fixing of LED Bulb 9 watt, Bajaj / Crompton / Philips / Havells / Reputed make.
193S/L of G.I. wire 8 SWG
194S/F Required Lugs, Gland ect.
195Supply & Laying of Aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. Including excavation and refiling. The armouring of the cable shall be properly connected with the earth conductor by clamps etc., 16 sq.mm x 2 core.
196Supply of Ceiling fan 1200 mm sweep, 220 / 240 Volt, 50 Hz, 1 - phase, Double ball bearing , Capacitor type one star / ISI marked complete with down rod, blades, canopies etc. Usha / Crompton / Khaitan / Bajaj / Havells make.
197Supply of Exhaust fan (Not fresh air fan) 300 mm sweep, double ball bearing complete in all respects. Usha / Crompton / Khaitan / Bajaj / Havells make.
198S/L of G.I. wire 8 SWG
199S/F Required Lugs, Gland ect.
200Supply of Ceiling fan 1400 mm sweep, 220 / 240 Volt, 50 Hz, 1 - phase, Double ball bearing , Capacitor type one star / ISI marked complete with down rod, blades, canopies etc. Usha / Crompton / Khaitan / Bajaj / Havells make.
201Supply of Exhaust fan Heavy Duty 450 mm sweep, double ball bearing complete in all respects. Usha / Crompton / Khaitan / Bajaj / Havells make.
202S/F of Wall Fan 16\\" Heavy Duty Usha / Crompton/Bajaj make
203S/L of G.I. wire 8 SWG
204S/F Required Lugs, Gland ect.
205S/F of 3 phase Submeter with required wooden patra etc.
206Supply and fixing of LED Tube Light with Metal heavy duty box type batten Light fitting 1 x 22 watt suitable for upto 1 x 22 watt LED Polycarbonate tube light complete including tube suitable for both surface & suspended complete in all respect. Cat AA
207Supply and fixing of water tight oblong 10 Watt LED Bulk head luminaire having die cast housing with driver set confirming to IP 65 and above protection, complete in all respects. CAT - AA, 1000 system lumens, 100 lm/W, PF>0.95, with 3 year warranty.
208Supply and fixing of LED Street Light fitting with mandatory driver set having die cast aluminium body and lences suitable for 60 Watt to 72 Watt, confirming to IP 65/66 protection having Company LOGO Engraved complete in all respects including labour. CAT - AA, 6000-7200 system lumens, Mid power LED with lences, 100 lm / Watt, PF > 0.95, THD < 10 % at full load, CRI > 70, Potted driver set (not circulatory) , with 3 year warranty.
209S&F of Fire extinguisher, ABC Type 4.00 Kg. capacity (ISI marked IS: 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work.
210Supply and burring of Safe Earthing Electrode T-19, (Hot Dip Galvanized), Length up to 2000 mm, Outer pipe 50 mm, inner pipe 25, terminal Dia 12 mm, outer G.I. pipe of 16 swg and inner G.I. pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.I. strip will be extra) Complete in all respect.
211Supply and fixing of crimping, solderless, copper tin electroplated lugs of Dowells/Ismail make suitable for 1.5 sq.mm to 25 sq.mm cables, including tapping with insulating tape, complete in all respect.
212Supply & Laying of Aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. Including excavation and refiling. The armouring of the cable shall be properly connected with the earth conductor by clamps etc., 6 sq.mm x 2 core.
213Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1010 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.. Upto 35.00 sq. mm
214Providing and fixing 25 mm x 5 mm G I strip on surface or in recess for connections etc. as required.
215Earthing 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 2.70 metre long ete with charcoal / coke and salt as required.
216INTERNAL PLUMBING WORKS
217Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:-White Vitreous china Orissa pattern W.C. pan of size580x440 mm with integral type foot rests
218Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required
219Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge.
220Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever requiredOne urinal basin with 5 litre white P.V.C. automatic flushing cistern
221Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern
222Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern
223Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.White Agaria Marble Stone
224Providing 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:- Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
225Providing and fixing white vitreous china laboratory sink including making all connections excluding cost of fittings :Size 450x300x150 mm
226Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
22740 mm dia
228Providing and fixing uplasticised PVC connection pipe with brass unions :15 mm nominal bore
22915 mm nominal bore
230Providing and fixing CP Brass 32mm/40mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.
231Providing and fixing 600 x 450mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete in all respect.
232Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :15 mm nominal bore
233Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore
234Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS: 8931.15 mm nominal bore
235Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115 mm nominal bore
236Providing & fixing C.P. hand spray with lever control (health faucet) and flexible hose 1 m long connection with C.P. holder for hand spray complete in all respects. (Angle valve to be provide under item no. 18 and measure with that item.)
237Providing & Fixing Stainless Steel dustbin.
238Providing and fixing twin coat hook complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.
239RO Plant 40 LPH (Liter per hour) PLANT CAPACITY - 40 LPHTreated Water QualityTurbidity : <1NTUpH : 6.5-7.0Chlorides : < 10 ppmSulphates : < 5 ppmTDS : < 150 ppm
240Supply installation, testing and commissioning of water cooler Cooling Capacity150Ltrs. / Hrs.,Storage Capacity 40 Ltrs
241Providing and fixing of WB 46 x 36 with one pair mounting brackets, EWC & Cistern complete with fittings & seat cover, one no. hinged rail 76 cm & 4 nos. of grab rails 60 cm.
242RAIN WATER DRAINAGE WORK
243Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground)110 mm dia
244Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. 110mm
245Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.
246Coupler110 mm
247Single tee with door110x110x110 mm
248Single tee without doo r 110x110x110 mm
249Bend 87.5 degree 110 mm Bend
250Shoe (Plain) 110 mm Shoe
251Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
252Making 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 PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete.
253Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. :110mm dia pipe.
254110 mm dia.
255160 mm dia.(For Storm Water in Court yard)
256Cutting holes up to 30x30 cm in walls including making good the same: With With common burnt clay F.P.S. (non modular) bricks
257Cutting holes up to 15x15 cm in R.C.C. floors androofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof
258Providing and fixing SWR PVC 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 :110mm x 110mmX110mm
259Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion.
260Bend without door (45°)110mm
261Single Tee without door, 110mm*110mm*110mm
262Coupler, 110mm
263160mm
264Clean Out Plug (COP), 110mm
265Vent Cowl, 110mm
266Providing, fixing, jointing and testing, unplasticized PVC pipes -10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete,for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc.
267For Wash basin & Urinal, 50mm dia. Pipe
26840mm dia. Pipe (for wash basin & sunken toilet spout)
269Elbow (90°), 50mm
270Elbow (45°), 50mm
271T fitting 50mm
272Coupler 75mm
273SUB HEAD - III - (WATER SUPPLY)
274Providing 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.
275Concealed work, including cutting chases and making good the walls etc.15 mm dia nominal bore
27620 mm dia nominal bore
277Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.,25 mm dia nominal bore
27832 mm dia nominal bore
27940 mm dia nominal bore
280Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc, Internal work - Exposed on wall / Terrace
28120 mm dia nominal bore
28225 mm dia nominal bore
28332 mm dia nominal bore
28440mm dia nominal bore
28550 mm dia nominal bore
28665 mm dia nominal bore
287Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :
28820 mm dia nominal bore
28925 mm dia nominal bore
29032 mm dia nominal bore
29140mm dia nominal bore
29250 mm dia nominal bore
29365 mm dia nominal bore
294Providing and fixing gun metal gate valve with wheel of approved quality.
29520mm dia nominal bore
29625mm dia nominal bore
29732mm dia nominal bore
29840mm dia nominal bore
29950mm dia nominal bore
30065mm dia nominal bore
301Providing and fixing MS pipe puddle flanges of required size with 600mm long with 6mm thick MS plate of size 300mm x 300mm of suitable size properly fixed in RCC walls of water tanks, including necessary welding complete in all respect as per details shown on darwings and directions of Engineeer-in-charge for water tanks.
30225mm dia.
30340mm dia.
30450mm dia.
305100mm dia.
306Constructing brick masonry road gully chamber 50x45x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design:-With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
307Providing and fixing Stainless Steel AISI 304(18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40mm including painting of fittings and brackets, cutting and making good the walls wherrerever required.Kitchen sink with drain board 510x1040 mm bowl depth 250mm
308Y' Fitting without door, 110mm
309Providing 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.
310Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required Single half stall urinal with 5 litre P.V.C. automatic flushingcistern
311Supply installation, testing and commissioning of WATER DISPENSER
312Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (For bath)15 mm nominal bore
313Providing and fixing 600 x 450mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete in all respect.
314Providing and fixing toilet paper holder.
315Providing 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
316Providing and fixing C.P. brass shower rose with 15 or 20mm inlet, 150 mm diameter
317Providing & fixing storage type electric hot water heater 25 Litre made out of heavy gauge steel jacket finished with rust proof baked-on glossy white enamel paint, inside glass lined heavy gauge copper tank, 25 mm thick polyurethane foam insulation, thermostatically controlled immersion heater with pilot neon lamp, replaceable magnesium anode bar, suitable for 8.0 bar maximum working pressure, cold water inlet and hot water outlet pipe, suitable length of electrical cable and 15 amp 3 pin plug top, complete in all respect including testing etc. (Horizontal/Vertical)
318Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25mm dia nominal bore
319Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.White Agaria Marble Stone
320EXTERNAL PLUMBING WORKS
321Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm.
322Open timbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered)
323Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design
324150 mm. dia. RCC Pipes
325250 mm. dia. RCC Pipes
326Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete.
327150 mm. dia. RCC Pipes
328250 mm. dia. RCC Pipes
329Providing and fixing square-mouth S.W. gully trap SP-1 complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard designWith common burnt clay FPS (non modular) bricks of class designation 75, 150 x 100 mm size P type
330Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete:100mm
331Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. With common burnt clay FPS (non modular) bricks of class designation 7.5
332Extra for depth for manholes:
333Size 90x80cm With common burnt clay FPS (non modular) bricks of class designation 7.5
334Providing orange colour safety foot rests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
335Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :-
336Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.
33725 mm dia nominal bore
33832 mm dia nominal bore
33940 mm dia nominal bore
34050 mm dia nominal bore
34180 mm dia nominal bore
342Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :-
34325 mm dia nominal bore
34432 mm dia nominal bore
34540 mm dia nominal bore
34650 mm dia nominal bore
34780 mm dia nominal bore
348Providing and filling sand of grading zone V or coarser grade alround the G.I. pipes in external work.
34925 mm dia nominal bore
35032 mm dia nominal bore
35140 mm dia nominal bore
35250 mm dia nominal bore
35380 mm dia nominal bore
354Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.
35525 mm dia nominal bore
35632 mm dia nominal bore
35740 mm dia nominal bore
358Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required:-
35950 mm dia
36080 mm dia
361Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
36225 to 40 mm nominal bore
36350 to 80 mm nominal bore
364Constructing brick masonry road gully chamber 50x45x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design:-With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
365Constructing masonry Chamber 60 x 60 x 75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and180 mm deep (inside) with chain lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design.With F.P.S. bricks
366Septic Tank & Soak Pit
367Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. (Rate is including Royality).
368From 0.00 mt to 1.50 mt
3691.50mt to 3.0 mt
3703.0 mt to 4.50 mt
371Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.
372R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. As in item no. 3 above but for slabs (Using 1:1.5:3 Mix concrete)
373Centering and shuttering including strutting, propping etc. and removal of form for all heights :
374M-150 brick work in 1:4 (one cement and four coarse sand sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.
375P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
37615 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand
377Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor).
378Providing and fixing soil, waste and vent pipes : 75mm diameter : Sand cast iron S&S pipe as per IS: 1729
379Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:(With 20x20mm square bar)
380Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
381Construction of Drain (300x450mm) As per Estimate
382Fire Hydrant Works
383Supply & fixing of welding Heavy Quality Class 'B', MS pipe conforming to IS:1239 (part-1) for pipes up to 150 mm dia and IS: 3589-1991 for pipes above 150 mm including cutting, threading, welding, clamping fitting with elbow, socket nipple, clamping with MS angle iron supports and fasteners etc. also painting with red oxide and PO red enamel paint with required wrapping Coating complete in all respects.
38425 mm
38580 mm
386100 mm
387Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.30 m
388Supplying and fixing single headed internal hydrant valve With instantaneous Gunmetal/Stainless Steel 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 Single headed Stainless steel
389Supplying 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.
390Stainless Steel (Grade 304)
391Supplying & 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 requiredStainless Steel (Grade 304)
392Providing, 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 flange80 mm dia
393Supplying (Grade and 304) fixing With orifice plate Of made required out size of 6 to mm be fitted thick tO stainless between reduce flange & landing valve of external and internal hydrants pressure at the outlet to the level of 3.5 kg/cm2 complete as required
394Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS904 as required:2 way - 100 mm dia M.S. Pipe
395Providing, installation, testing and commissioning of non-returr valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required100 mm
396Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, pronze/gun metal seat, ISI marked complete with nuts bolts, washers, gaskets and conforming to 1S 780 of following sizes as required100 mm
397Supplying, fixing, testing and commissioning mmiecinning of of butterfly butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to 1S 13095 of following100 mm
398S/F of 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 painting with synthetic enamel paint of approved shade as required.
399Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump) (B) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS: 1520 (C) Suitable HP squirell cage induction motor TEFC type suitable for pperation 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 l$-325 (D) M.S. fabricated common base plate, coupling, coupling guard foundation bolts etc. as required (E) Suitable cement concrete foundation duly plastered and with anti vibration pads.900 lpm at 35 m Head
400S&F of Fire extinguisher, ABC Type 6.00 Kg. capacity (ISI marked IS: 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work.
401S&F of Co2 type Fire extinguisher, 4.5 Kg. capacity (ISI marked IS: 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work.
402SITC of Fire Hose cabinet box made out of 18 gauge MS sheet including two coats of post office red paint over one coat of primer with 4 mm, thick glass door in front painted \\"FIRE\\" in red luminous paint. The size of the box should be 750 mm X 600 mm X 250 mm size capable of accommodating a pair of hose with coupling and nozzle. The box should be floor mounted type with railway coach lock arrangement and lever for opening the door after breaking the glass complete.
403SITC of Factory fabricated wired metal clad dust and vir,min proof floor mounting main electric control panel for terrace pump with starter switches selectors voltmeter etc.
404Supply & Laying of Aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. Including excavation and refiling. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.16 sq.mm x 4 core.
405S/F of 7 AH 12 Volt Battery.
406Supply, Installation, Testing & Commissioning of Pressure Switch.
407Supply, Installation, Testing & Commissioning of Pressure Gauge.
408S/F of shed for terrace pump.
409Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump)Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520.450 lpm at 35 m Head.
410Supplying 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 shade as required1.2 Meter high and 250 mm dia.
411Supply, Installation, testing and commissioning of pressure switches for Hydrant / Diesel Engine Driven Pump / Jockey Pumps, diaphragm type, adjustable range from 0-9 bar and a regulation range of 0.1 - 1.5 bar direct mounted SNAP acting type made from die cast aluminium with epoxy powder coated finish and SS316 diaphragm and other wetted parts, including necessary wiring upto control panel & other materials as required as per specifications.
412Providing, 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 :
413100 mm dia
41425 mm dia
415Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required100 mm dia
416Providing, 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 required100 mm dia
417Supply, Installation, Testing and Commissioning of 100 mm dia Bourden type, Stainless Steel dial type Pressure Gauge including brass isolation valve and siphon pipe having calibration of 0 - 16 Kg / cm2 .
418Providing, 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 flange100 mm dia
419Supplying and Fixing of Fire Man's axe with heavy insulated rubber as per standard conforming to IS 926.
420Providing & fixing double flanged Metallic expansion with M.S. fixed flanges (PN-1.6) joint (suitable for system test pressure) of standard length as per manufacturers specs including rubber gaskets, flanges, nuts, bolts and washers complete as required as per specifications.100 mm dia
421Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following asrequired. 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 metalvalve & M.S. Pipe and socket40M
422Supplying, installation, testing and commissioning of weather proof M.S door and glass fire door size 2100 mm x 900mm fabricated from 1.6mm thick M.S. sheets and M.S angle 40mmx40mmx6mm complete with glass, locking arrangements to accommodate the following: -
423Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required :2 way-100 mm dia M.S. Pipe
424Providing and fixing fire extinguisher of carbon dioxide type consisting of brand new high pressure steel cylinder bearing IS: 7285 mark and having the approval of controller of explosives Nagpur, wheel type valve bearing IS:3224 mark internal discharge tube, 1 meter long high pressure discharge hose, non conducting horn, suspension bracket, fully charged bearing IS: making fixed to wall as directed.4.5kg capacity cylinder.
425ABC type extinguisher with cylinder fully charged with 6 Kg. capacity.
426Providing and laying C.C. Interlocking tile as per Estimate
4274.50 Mtr. WIDE C.C. ROAD, as per Estimate
428Boundary Wall
429Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
430Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.
431Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) R.C.C.in Plinth band
432Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
433Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) R.C.C.in Column
434Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
435Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) R.C.C. work in footing
436TMT Fe-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
437M-150 Brick work in super-structure above plinth level up to floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : Coarse sand).
438M-150 Brick work in super-structure above plinth level up to floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : Coarse sand).
439Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class 150 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand)
44012mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 Coarse sand. 2.25 F.M.
441Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
442Providing 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.
443Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-ironframe or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.
444Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
445Centering and shuttering including strutting, propping etc. and removal of form for all heights :
446Foundations, footings, bases of columns, etc. for mass concrete.
447Columns,Pillars, Piers, Abutments, Posts and Struts.
448Lintels, beams, plinth beams, girders, bressumers and cantilevers.
449Gate Works
450Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches.
451Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.
452R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Footing excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item.
453Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) R.C.C.in Column
454TMT Fe-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
455M-150 Brick work in super-structure above plinth level up to floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement : Coarse sand).
45612mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles not exceeding 80mm in girth and finished even and smooth With water proofing material. (1)1 cement : 6 Coarse sand.
457Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
458Providing 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.
459Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3, Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. (Steel painting)
460Steel 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
461Centering and shutteringFoundations, footings, bases of columns, etc. for mass concrete.
462Centering and shutteringColumns,Pillars, Piers, Abutments, Posts and Struts.
463COST OF CATTLE TRAP
464Hand Pump
465Boring/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.
466300 mm dia
467Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
468100 mm nominal size dia
469Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
470100 mm nominal size dia
471Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.
472Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge..100 mm dia
473Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.100 mm dia
474Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I).100 mm dia
475Construction of 2.50 mtr dia platform
476Supply & installation of India Marka Handpump including necessary nut bolt complete with pedestal & platform and including making of proper connection etc. for proper completion th work.
477Boring Works
478Boring/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.400 mm dia
479Boring/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.Rocky strata including Boulders400 mm dia
480Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.
481200 mm nominal size dia having minimum wall thickness 5.00 mm
482Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.200 mm nominal size dia
483Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
484Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
485Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \\"V\\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
486Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of:200 mm dia
487Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.200 mm dia
488Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per IS:2800 (part I).200 mm dia
489Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 80 mm dia nominal bore
490Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 10 x 4 sq. mm
491SITC of Pumping plant including starter, control Panal, complete in all respect with all required material T&P labour etc. [7.5 H.P. ]
492Supply & laying of Nylon Jali
493Supply of steel wire
494Cost of electrical works
495LANDSCAPING & HORTICULTURE
496Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts
497Trenching 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 leveling 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).
498Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm.
499Spreading of sludge, dump manure or/and good earth in required thickness (cost of sludge dump manure or/and good earth to be paid separately).
500Carrigae of manure upto 5 K.M.
501Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.
502Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)
503Digging 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)
504Holes 90 cm dia, and 90 cm deep
505Holes 60 cm dia, and 60 cm deep
506Holes 45 cm dia, and 45 cm deep.
507Anti termite treatment by digging holes 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration and as per direction of officer-in-charge.
508Providing and stacking of Bottle palm of ht. 210-240 cm bottom girth 30-35 cm well developed in big HDPE bags.
509Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge.
510Providing and stacking of Fishtail palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big size HDPE bags as per direction of the officer-in-charge.
511Providing and stacking of Ficus benjamina (green) of height 150-165 cm., bushy with healthy branches and lush green foliage in big size HDPE bags as per direction of the officer-in-charge.
512External Electrification Work
513Supplying and drawing following sizes of FRLS PVC insulated copper conductor single core cable in existing surface / recessed steel / PVC conduit as required.3 x 1.50 sq. mm
514Supplying and fixing 5 A to 32 A rating, 250 / 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. required.
515Triple pole and neutral
516Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface / recess, complete with tinned copper bes bar, neutral bus bar, earth bar, din bar,interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
517Providing 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.
518Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.10 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.
519Upto 35.00 sq. mm
520Above 35.00 sq. mm and upto 95.00 sq. mm
521Above 95.00 sq. mm and upto 185.00 sq. mm
522Above 185.00 sq. mm and upto 400.00 sq. mm
523Supply and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.10 KV grade as required.
5242 x 10.00 sq. mm (19 mm)
5252 x 16.00 sq. mm (22 mm)
5263½ x 35.00 sq. mm (32 mm)
5273½ x 50.00 sq. mm (35 mm)
5283½ x 70.00 sq. mm (38 mm)
5293½ x 185.00 sq. mm (57 mm)
5303½ x 240.00 sq. mm (62 mm)
5314 x 16.00 sq. mm (28 mm)
532Supply and fixing of Steel tubular Pole 9.50 Mtr long designated 410 SP-39 in 1:3:6 cement concrete foundation including excavation, back filling etc. complete in all respect
533Supply and fixing of 100 mm x 110 mm shackle insulator / 100 mm x 80 mm pin insulator including G.I.Bolts / spindle nutsetc. complete in all respects.
534Supply and fixing of 230 mm x 32 mm x 1.50 mm galvanised steel strips including holes for shakcle insulatorsand bolts etc. . complete in all respects.
535Supply and fixing of \\"D\\" clamps of 50 mm x 6 mm flat iron on steel tubular poles/ steel rail poles with bolts, nutsetc. complete in all respects including painting with aluminium paint.
536Supply and erection of overhead line with ACSR conductor on poles/service bracket binding etc.complete in all respects.(Reccon & weasel).
537Supply and erection of overhead line with G.I.Wire 8 to 4 SWG on poles/service bracket including binding etc.complete in all respects.
538Supply and erection of hexagonal / cradle type guard of G.I.wire no.8 to 4 SWG including binding etc.complete in all respects.
539Supply and erection of stay set at least 3.50 Meter away from the pole complete with galvanised 19 mm x 1.80 Meter long stay rod, 30 Cm x 30 Cm x 6.30 mm anchor plate, thimble stay clamps, stay insulator, 19 mm x 600 double screw tightener, 7/4.00 mm G. I. stay wire etc. in 1:3:6 cement comncrete in all respects.
540Painting of the electric pole with two coats of Al. paint over red oxide primer .complete in all respects.
541Supply and fixing of 6.00 Metre G I Octagonal Poole of approved make ( top dia 70 mm, Bottom dia 130 mm and base plate 12 mm thick ) having 3 mm thickness with single arm bracket (1 metre length) on RCC foundation including the cost of foundation , foundation bolts, excavation, back filling and required T & P complete in all respect .
542Supply and fixing of 6.00 Metre G I Octagonal Poole of approved make ( top dia 70 mm, Bottom dia 130 mm and base plate 12 mm thick ) having 3 mm thickness with double arm bracket (1 metre length) on RCC foundation including the cost of foundation , foundation bolts, excavation, back filling and required T & P complete in all respect .
543Supply and laying of 25 mm x 3 mm G.I. strip from earth electrode directly in the ground as required complete in all respects.
544Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanised), Length up to 2000 mm, outer pipe dia 50 mm inner pipe dia 25 mm, terminal dia 12 mm, outer GI pipe of 16 SWG and inner GI pipe of 12 SWG with hot dip galvanization upto 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity with 30 cm square C.I. frame with hinged cover and masonary housing, (from apron to switch board cost of 25 x 3 mm G I strip will be extra) . Make: As approved in U.P.P.W.D. & C.P.R.I. Certified.
545Supply and fixing of 25 Amp. TPN capacity automatic street light cubical control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch, metering instrument and instrument box with CTs etc. complete in all respects.
546Supply and fixing of LED Street Light fitting with mandatory driver set having die cast aluminium body and lences suitable for 60 watt to 72 watt, confirming to IP 65/66 protection having Company LOGO Engraved complete in all respects including labour. CAT-AA , 6600 - 7920 system lumens, High power LED with lences, 110 lm/Watt, PF > 0.95, Potted driver set (Not circulatory) phase to phase protection at 440 Volt and re-start feature , with 3 year warranty.
547Supply of following sizes of PVC insulated PVC sheathed armoured aluminium conductor cable of 1.10 KV grade as required.
54810.00 sq. mm x 2 Core.
54916 sq. mm x 2 Core.
55016.00 sq. mm x 4 Core.
55125 sq. mm x 3-1/2 Core.
55235 sq. mm x 3-1/2 Core.
55370 sq. mm x 3-1/2 Core.
554120.00 sq. mm x 3-1/2 Core.
555240.00 sq. mm x 3-1/2 Core.
556Supply and fixing of out door type Feeder Pillar complete with 400 Amp. TP&N disconnector fuse switch unit with ISI marked HRC fuses, as per UPPWD specification , including locking arragement complete in all respect as required .
557Supply and laying of G I Pipe 50 mm B class for laying of cable in road or on wall / pole with the help of M S 'C' clamp / clamp and rag bolt or hold fastner.
558Supply and laying of G.I. Pipe 80 mm B class for laying of cable in road or on wall / pole with the help of M S 'C' clamp / clamp and rag bolt or hold fastner.
559Supply and fixing of L T phase separator for 5/6 wire over head line including all material, labour and T/P required for completion of work as required.
560Providing and fixing 25 mm x 5 mm G I strip on surface or in recess for connections etc. as required.
561Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.10 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.Above 185.00 sq. mm and upto 400.00 sq. mm 3½ x 240.00 sq. mm (62 mm)
562Supply and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.10 KV grade as required.
563Supply and fixing of 320 Amp. Four pole Change over switch on 50 mm x 50 mm x 6 mm angle iron frame including the cost of labour, T & P, painting and other material required for proper completion of the work as direction and satisfaction of Engineer Incharge.
564Supply and burring of Safe Earthing Electrode T-19, (Hot Dip Galvanized), Length up to 3000 mm, Outer pipe 50 mm, inner pipe 25, terminal Dia 12 mm, outer G.I. pipe of 16 SWG and inner G.I. pipe of 12 SWG with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.I. strip will be extra) Complete in all respect.
565Supply of following sizes of PVC insulated PVC sheathed armoured aluminium conductor cable of 1.10 KV grade as required.240.00 sq. mm x 3-1/2 Core
566RAIN WATER HARVESTING WORKS
567Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m.
568In all kind of soil upto 1.5m depth
569In all kind of soil upto 1.5m to 3.0m. depth
570In all kind of soil upto 3.0m to 4.5m. depth
571In all kind of soil upto 4.5 m to 6.0m. depth
572Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.
573Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
574Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement.
575Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform.
576Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more.
57712mm cement plaster on rough side of single or half brick wall mix
5781:3 (1 cement : 3 Coarse sand)
579Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:
580With 20x20mm square bar
581Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.
582M.D. -10- Circular shape 500mm internal diameter
583Boring/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.
584Drilling of 300mm dia bore hole manually.
585Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
586150 mm nominal size dia
587Supplying, 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.
588Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
589Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.
590Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
591DESILTING CHAMBER
592Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m.
593In all kind of soil upto 1.5m depth
594In all kind of soil upto 1.5m to 3.0m. depth
595Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.
596Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
597Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement.
598Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform.
599Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more.
60012mm cement plaster on rough side of single or half brick wall mix
6011:3 (1 cement : 3 Coarse sand)
602Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:
603With 20x20mm square bar
604Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.
605M.D. -10- Circular shape 500mm internal diameter
606Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
607Open timbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered)Depth not exceeding 1.5 meter
608Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design
609150 mm. dia. RCC Pipes
610250 mm. dia. RCC Pipes
611300 mm. dia. RCC Pipes
612Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete.
613150 mm. dia. RCC Pipes
614250 mm. dia. RCC Pipes
615300 mm. dia. RCC Pipes
616Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design.
617Providing orange colour safety foot rests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
618Culvert
619Earth work in excavation
620P.C.C. 1:4:8
621R.C.C. work
622Centering & shuttering
623M.S. work in R.C.C.
624SITC of Grid Connected Rooftop Solar Power Plants (Approved by U.P.NEDA Letter No. 482 Dt. 05.12.2023/MNRE) including transportation, insurance, cable, earthing GI fabrication and lighting arrester etc. complete in all respect with Five year AMC/CMC
625P/F Green Board (Melamine Green) Size 6 feet x 4 Feet) Frame : Premium Aluminium Made : Melamine & Light Board
626Supply,Installation,Testing and Commissioning of 125.00 KVA, 3 Phase ,50 Hz , 415 Volts D. G. Set KOEL / CUMMINS make complete in all respects with foundation (As per norms), shed and Diesel 200 litre.
627Air Condition (1.5 Ton AC)
628Air Condition (2.0Ton AC)
629Air Condition (2.0Ton AC) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57771774
AUTHORITY Government Departments
TENDER VALUE 17.89 Crore
LAST DATE 06-10-2026
Authority
Authority Name Uttar Pradesh Projects Corporation Limited
Work Description Tender for Construction Of The Chief Ministers Model Composite School (Pre-Primary To Class 12) At Saidpur, Gram Panchayat-Maudha, District-Ghazipur (Second Tehsil).
Basic Detail
Tender No 45/UPPCL/GM-1/2026-27/E-TENDER Dated 16-09-2026
Bidding Type Tender
Location
City Ghazipur
State Uttar Pradesh
Key Dates
Publish Date 29 Sep 2026
Submission Date 06 Oct 2026
Open Date 06 Oct 2026
Finance
Tender Value 17.89 Crore
Tender Fee 17700
EMD 35.78 Lakhs
Exemption Available
Document List
b5386c8b-9891-4355-bf9e-5ad954b65f42.html
BOQ_2246303.xls
TenderDocument.pdf
Tendernotice_1 (79).pdf

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Tender Timeline

Sep 29, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 06, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days
Oct 06, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

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html

b5386c8b-9891-4355-bf9e-5ad954b65f42.html

xls

BOQ_2246303.xls

pdf

TenderDocument.pdf

pdf

Tendernotice_1 (79).pdf

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