Housing Urban and Rular Development Government Departments Closing in 23 days TDR #56848237

Tender For Construction Of G+Iv Storied Building Of West Bengal Housing Board At Plot No - Ce/1/Bf-02, Premises No-07-0234, Plot No-Ce/1/(03/04/05), Premises No-(17-0236/15-0236/13- 0236). Plot No- Ce/1/Bf-06. Premises No-11-0236 In Block Ce Of Actio

Issued by Government Departments · 24 Paraganas North, West Bengal
Tender Value
11.23 Crore
Estimated cost
Bid Submission
07 Sep 2026
23 days left
EMD
10 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
24 Paraganas North → West Bengal
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Construction Of G+Iv Storied Building Of West Bengal Housing Board At Plot No - Ce/1/Bf-02, Premises No-07-0234, Plot No-Ce/1/(03/04/05), Premises No-(17-0236/15-0236/13- 0236). Plot No- Ce/1/Bf-06. Premises No-11-0236 In Block Ce Of Action Area -1C, At New Town, Rajarhat.

BOQ

Name of Work:- Construction of G+IV Storied Building of West Bengal Housing Board at plot no – CE/1/BF-02, Premises no-07-0234, Plot no-CE/1/(03/04/05), Premises no-(17-0236/15-0236/13- 0236). Plot no- CE/1/BF-06. Premises no-11-0236 in Block CE of Action Area -1C, at New Town, Rajarhat.
Sl. No. Item Description
1Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.
2Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm.
3(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.
4Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge).(a) Depth upto 1.5 m.
5(b) For additional depth beyond 1.5 m. and upto 3.00m
6Bailing or pumping out water from foundationtrenches
7Providing Bored Cast-in-situ Ready mixed concrete of M 25 Grade R.C.C. pile in position as per specifications in all kinds of soil including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepared drilling fluid by using pumps prior to placing concrete by tremie pipe in one continuous operation and including the cost of all materials and labour for placing of concrete and also including the cost of mobilization and hire charges of all equipment necessary for boring, welding of reinforcement cage as necessary and lowering of reinforcement cage, preparation and placing of concrete, including the cost of concrete but excluding the cost of reinforcement and labour for bending binding etc. complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Work to be executed as per IS: 2911 (Part II Sec 2) 1. The rate provided is exclusive of cost of concrete. Construction wing is to add cost of concrete of desired grade for volume corresponding to 1.0m length of pile length, to arrive at the complete rate. Also the desired crushing strength is to be mentioned in the space provided in the description of item. The Rate of providing the temporary steel casing upto 3m depth is included.2.To obtain the complete rate the construction wing have to add cost of concrete volume for 1m length of pile, multiplied by a factor:[1+ { dummy length of pile( max=1.5m) / Individual pile length}]3. The cost of dismantling the length of the pile above cut off level is to be paid separately(b) Using tripod, winchesi) Pile diameter - 450 mm
8Performing Vertical load test of pile inaccordance with IS2911 part iv including installation of loading platform and preparation of pile head or construction of test pile cap and dismantling of test pilecap after test and complete as per the direction of the engineer and specification.i) Testing load up to 100 T.
9Integrity testing of Pile using Low Strain / Sonic Integrity Test / Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerized equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in- charge.
10Removal of mud/sludge/slurry/liquid earth obtained during piling work from the working site and disposal of the same beyond the KMC/Municipal or any suitable area with conformity of Municipal Corporation Rules using tanker including loading and unloading the same with pump, clearing the site complete in all respect as per direction of the Engineer-in-charge.(a) For 450mm Pile
11(B) Dismantling, Cutting Chase, Holes Etc.Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.i) Pile diameter - 450 mm
12(c) Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. of the surface before sand bed or sub-grade is laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be made with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 6.4 of code IS- 6313 (part -II) 1981. ( Mode of measurment will be per Sq.m of plan area of plinth treated.)
13(d) Treatment to the back filling of R.C.C. foundation with chemical emulsion by admixing chloropyrofos emulsifiable concentrate (1% concentration) with water by weight at the rate of 7.5 ltr. per sq.m. of the vertical surface of the substructure of each side of the foundation. The work shall be carried out as per specification as described in para 6.3.1 of code IS- 6313 (part-II) 1981 (Mode of measurement will be per sq.m. of vertical area of foundation treated).Side of foundation
14Post Constructional Measures :(a) Anti-termite treatment to the outside of foundations with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1%concentration) with water by weight including cutting shallow channel by excavating soil along and close to the wall face ensuring uniform dispersal of the chemical emulsion to a depth of 300mm. from the ground level by rodding with 12mm. dia. M.S. rod at 150mm.interval in the channel. 1.75 litres of chemical emulsion per metre length shall be used and a balance quantity of 0.5 litres of the chemical emulsion per running metre shall then be used to treat the back fill earth by directing the spray of the imulsion towards the wall surface. The entire work is to be carried out as per specification laid down in para 4.3.1.1 of code IS-6313 (Part-III) 1981.
15(A) Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
16Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
17Supplying and laying Polythene Sheet (150gm / Sq.M) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
18(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety](a) 1:3:6 proportion
19Ordinary Cement Concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur VarietyIn Ground Floor
20In First Floor
21In Second floor
22In Third Floor
23In Forth Floor
24Above Roof
25Supplying ready mixed concrete of M 25 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at requiredlevels of concreting and then placing the mix in its final location of form work compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier] (ii) With approved concrete pumpIn Ground Floor (1st fl.level)
26In First Floor (2nd fl.level)
27In 2nd Floor (3rd fl. Level)
28In 3rd Floor(4th fl.level)
29In 4th Floor ( Roof level.)
30Above Roof
31Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)
32(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete workIn Ground Floor and Foundation(upto 1st floorlevel)
33In First Floor (2nd fl.level)
34In 2nd Floor (3rd fl. Level)
35In 3rd Floor(4th fl.level)
36In 4th Floor ( Roof level.)
37Above Roof
38Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16gauge black annealed wire at every intersection, complete as per drawing and direction. ( SAIL/ TATA /RINL)Ground Floor
39First Floor
402nd Floor
413rd Floor
424th Floor
435th Floor
44Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation.
45Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge
46Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
4740 mm. thick damp proof course with cement concrete (1:1.5:3) (with graded stone chips 20 mm nominal size) with water proofing compound of approved brand @ 0.2% weight of cement including cost of materials over two coats of non toxic acrylic polymer modified cementitious waterproofing slurry coat complete [cost of water proofing compound and non toxic paint to be paid seperately) for under ground water retaining structures. [water proofing as per item no 9 and non toxic paint as per item no. 8 (b) of subhead C of Section 'C' ]
48Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer's specified rate) for concrete of various grades.
491st class brick work of width 200mm. With non-modular bricks in cement sand mortar (1:6). (b) In superstructureGround Floor
50(b) In 1st floor
51In 2nd Floor (3rd fl. Level)
52In 3rd Floor(4th fl.level)
53In 4th Floor ( Roof level.)
54Above Roof
55125 mm. thick brick work with 1st class bricks in cement mortar (1:4) with approved H.B netting in every third layer .Ground Floor
56First Floor.
57In 2nd Floor (3rd fl. Level)
58In 3rd Floor(4th fl.level)
59In 4th Floor ( Roof level.)
60Above Roof
61(b) 75 mm. thick brick work with 1st class bricks set in cement, sand mortar (1:4) in ground floor including H.B. netting in every alternate layers.Ground Floor
62First Floor.
63In 2nd Floor (3rd fl. Level)
64In 3rd Floor(4th fl.level)
65In 4th Floor ( Roof level.)
66Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's specification [Cement to be supplied by the Department]
67Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes. Pakur variety. Avg. 50 mm th. Screed Concrete Above roof slab
68Supplying & laying 3mm thick pre-fabricated plastomeric water proofing membrane conforming to EN 12311-1 & ASTMD 5147, manufactured with atactic poly propylene (APP) modified premium grade asphalt , specially reinforced with non-woven polyester core with polyester reinforcement @160 gms per sqm & both faces covered with thermo-fusible polyethylene film /MineraL on top face over a coat of primer @ 0.40 lit/sqm of manufacturer's specification on smooth,clean dry surface prepared wherever required. Lap joint shall be provided of 75 mm in longitudinal & 100 mm in transverse direction and fused using LPG/ Propane torch employing extra care ensuring full bondage, complete removal of entrapped air and sealing edges into grooves in appropriate manner as per direction of Engineer -in-charge all complete including materials,labour and applicable taxes. (Payment shall be made on the basis of finished surface area.) Membrane Property: Softening Point > 150 deg C, Cold Flexibility < -6 deg C, Tensile Strength, N/cm : 600 (longitudinal), 450 (transverse), Tearing Strength, N: 300 (longitudinal), 200 (transverse)Above roof slab
69(a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs.(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.Ground Floor
70In First Floor
71In 2nd Floor (3rd fl. Level)
72In 3rd Floor(4th fl.level)
73In 4th Floor ( Roof level.)
74Above Roof
75Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete.Ground Floor
76Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals).(e) Sal : MalayasianIn Ground Floor
77In First Floor
78In Second floor
79In Third Floor
80In Forth Floor
81Labour for Chipping of concrete surface before taking up Plastering work.
82Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface](c) 10 mm thick plaster With 1:4 cement mortarIn Ground Floor
83In First Floor
84In Second floor
85In Third Floor
86In Forth Floor
87Above Roof
88(b) 20 mm thick plaster (i) With 1:6 cement mortarIn Ground Floor
89In First Floor
90In 2nd Floor (3rd fl. Level)
91In 3rd Floor(4th fl.level)
92In 4th Floor ( Roof level.)
93Above Roof
94(b) 15 mm thick plaster With 1:6 cement mortar In Ground Floor.
95In First Floor
96In 2nd Floor (3rd fl. Level)
97In 3rd Floor(4th fl.level)
98In 4th Floor ( Roof level.)
99Above Roof
100Making V-groove line ( 12 mm wide,12 mm deep) in plastered surface.
101Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.
102Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement . (iii) 35 mm. thickIn Ground floor
103Above Roof
10418 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in - charge to match with the existing work. [Slurry for bedding @ 4.4 kg/Sq.m and pointing @2.0 kg/Sq.m]In Ground floor
105Above 4th floor
106Supplying, fitting and fixing 18 mm. to 22 mm. thick kota stone slab in wall, dado in 15 mm thick [avg] cement mortar (1:3) including making suitable arrangement to hold the stone properly by brass / copper hooks including pointing in cement mortar (1:2) (1 cement : 2 marble dust) with admixture of pigments matching the stone shade, including grinding and polishing all complete as per direction of Engineer-in-charge including cost of materials, labour, scaffolding, staging, curing complete. [Using cement slurry for bedding @4.4 kg/Sq.m and for jointing @1.8 kg/Sq.m]In Ground floor
107Above 4th floor
108Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia,rise etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable angements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging, curing and roughening of concrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m] (a) Area of each Granite slab above 1.00 Square meter.In Ground Floor
109In First Floor
110In 2nd Floor (3rd fl. Level)
111In 3rd Floor(4th fl.level)
112In 4th Floor ( Roof level.)
113Supplying,fitting & fixing granite slab 15mm to 18mm thick in floor, lobby, stair, landing and treads etc. over 20mm (avg) thick base of cement morter (1:2) laid with white cement slurry @ 4.40Kg per Square meter before placing of granite and jointed with white cement slurry @ 2.0 Kg per square meter with necessary pigments and complete as per direction of Engineer-in-charge including cost of all materials, labours, curing and roughening of concrete surface complete.(a) Area of each Granite slab above 1.00 Square meter.In First Floor
114In 2nd Floor (3rd fl. Level)
115In 3rd Floor(4th fl.level)
116In 4th Floor ( Roof level.)
117Supplying, fitting and fixing Black Stone slab used in Kitchen slab, alcove, wardrobe etc. laid and jointed with necessary adhesive Cement mortar (1:2) including grinding or polishing as per direction of Engineer-in -Charge in Ground Floor. a) Slab Thickness 20 to 25 mm.In First Floor
118In 2nd Floor (3rd fl. Level)
119In 3rd Floor(4th fl.level)
120In 4th Floor ( Roof level.)
121(b) Slab Thickness above 25 mm and upto 37.5 mmIn First Floor
122In 2nd Floor
123In 3rd Floor
124In 4th Floor
125Supplying, fitting and fixing Marble Slab/tile of 15 to 18 mm thickness in floor, lobby, stair, landing & treads etc. over 20 mm (av.) thck base of Cement mortar (1:2) laid with white cement slurry @ 4.4 kg/Sq.m before placing marble & jointed with white cement slurry @ 2.0 kg/Sq.m with necessary pigments including grinding and Granite polishing as per direction of Engineering -in -Charge in Ground Floor. {White cement and Pigment to be supplied by the Agency] (a) With Chawk Dungri i) Area of each tile exceeding 0.3sq.m. but not exceeding 0.6 sq.m.Ground Floor
126In 1st Floor
127In 2nd Floor (3rd fl. Level)
128In 3rd Floor(4th fl.level)
129In 4th Floor ( Roof level.)
130Extra cost of labour for prefinished and premoulded Nosing to treads of steps, railing, window sill etc. of Marble Stone.
131Extra cost of labour for grinding Marble Stone Floor in treads and riser of Steps, , railing, window sill etc
132Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.(A) Floor With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m.(b) Area of each tile above 0.09 Sq.m (i) Coloured decorative.In Ground Floor-
133In First Floor
134In 2nd Floor (3rd fl. Level)
135In 3rd Floor(4th fl.level)
136In 4th Floor ( Roof level.)
137Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.(B) Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m..(b) Area of each tile above 0.09 Sq.m (i) Coloured decorativeIn Ground Floor-
138In First Floor
139In 2nd Floor (3rd fl. Level)
140In 3rd Floor(4th fl.level)
141In 4th Floor ( Roof level.)
142Supplying and laying true to line and level Double Charge Vitrified Tiles of approved brandconforming to IS 15622: 2006 (Group B I a) and tested as per IS 13630:2006 (relevant parts) [Non-modular sizes for tiles with Water Absorption (av.) ≤ 0.08 %] in floor, skirting etc. set in 20 mm thick sand cement mortar (1:4) bed prepared after application of slurry using 1.75Kg of cement per Sqm over the base and 2mm thick cement slurry using cement @2.91 Kg./sqm at the back side of the tiles and laid over the mortar bed using 0.2 kg/sqm of White cement used for joint filling with approved pigment as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials,Iabour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (Note: This work should not be executed without specific permission of Superintending Engineer)(b) ln Ground FIoor:(size not Iess than 600mmX 600 mm X 10.2 mm thick ).In Ground Floor-
143In First Floor
144In 2nd Floor (3rd fl. Level)
145In 3rd Floor(4th fl.level)
146In 4th Floor ( Roof level.)
147Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. In ground floor. (In case of non-supply of single plank, penal rate of reduction of 20% will be made) (i) 50mm thick shutters with 25mm thick panel of size 30 to 45 cm (a) 1st class best Indian teak. In First Floor
148In Second floor
149In Third Floor
150In Forth Floor
151Supplying solid flush type doors of deluxe decorative (both side) quality, conforming to I:S 2202 timber frame consisting of top and bottom rail and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 27.5mm wide battens places both ways in order to made the door of solid core and internal lipping with teak, mahogony or rose wood approved decorative veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing the shutters in position but excluding the cost of hinges and other fittings in ground floor: (a) 35mm thick shutters (single leaf).In First Floor
152In Second floor
153In Third Floor
154In Forth Floor
155Supplying solid flush type doors of commercial quality, the timber frame consisting of top and bottom rails and side styles of well seasoned timber 65mmwide each and the entire frame fitted with 37.5mm wide battens places both ways in order to make the door of solid core and internal lipping with Garjan or similar wood veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing shutters in position but excluding the cost of hinges and other fittings in ground floor. (a) 35 mm thick shutters (single leaf)
156Supplying, fitting and fixing fibre reinforced polymer (FRP) Composite door frame as per approved section with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolitaheic composite structure as per approved technology of Department of Science and Technology (DST) to safisfy IS: 4020 door testing performance criteria.
157Supplying, fitting & fixing fibre reinforced polymer (FRP) Composite door shutters as per approved design with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolitaheic composite structure asper approved technology of Department of Science and Technology (DST) to satisfy IS:4020 door testing performance criteria.(i) 32 mm thickGround Floor
158In First Floor
159In Second floor
160In Third Floor
161In Forth Floor
162In Fifth Floor
163Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately) (a) 40mm X 6mm,250mm Length
164Anodised aluminium butt hinges of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 205/66) and fittedand fixed with cadmium plated screws: 100 x 63 x 3.2mm.
165Brass butt hinges of approved quality fitted and fixed with steel screws, with ISI mark (i) 100mm. X 58mm. X 1.90mm.
166ii) Brass hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting.(a) 250mm long.
167(c) Supplying 6 levers 'Godrej' Crystal Satine Mortice Lock with keys includingfitting & fixing complete
168(i) Door stopper.(Brass)
169Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws:(v) 150mm long x 12mm dia. bolt.
170(b) 225mm long x 12mm dia. bolt.
171Anodised aluminium grip handle with base plate of approved quality fitted and fixed complete. (a) With base plate.(i) 165mm grip x 12mm dia rod x 42mm plate x 3.2mm thick
172(a) Metallic magic eye of approved quality fitted and fixed complete
173Supplying wooden moulding slanting beat of size 37mm X 18mm (finished) of approved design to finish the joint between wooden frame of door/window with masonary in true line and level fitted & fixed with adhesive and head less pinscomplete as per direction of Engineer -in-charge. a) Teak wood beat
174Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top, bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS733-1983 & IS1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessorie viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge 10-12 Micron thickness Annodizing film Natural white
175Supplying bubble free float glass of approved make and brand conforming to IS:2835-1987.i) 4mm thick clear glass.
176ii) 4mm thick coloured / tinted / smoke glass.
177Supplying, fitting and fixing Stainless Steel railing consist of 38mm dia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304 containing 7.5% nickle (Interior Grade) Brushed/Mat finish, complete as per direction of the Engineer-in-charge. Weight of Strainless Steel railing per metre 6.5 Kg (approx)
178Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick
179Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (b) One Coats i i) Water based interior grade Acrylic Primer
180Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly,complete as per manufacturer's specification and as per direction of the EIC. (b) One CoatsIn Ground Floor
181In First Floor
182In 2nd Floor (3rd fl. Level)
183In 3rd Floor(4th fl.level)
184In 4th Floor ( Roof level.)
185Above Roof
186Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.In Ground Floor
187In First Floor
188In 2nd Floor (3rd fl. Level)
189In 3rd Floor(4th fl.level)
190In 4th Floor ( Roof level.)
191Above Roof
192(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.M.S.or W.I. Ornamental grill
193(b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
194(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(a) On timber or plastered surface :With super gloss (hi-gloss) -(iv) Two coats (with any shade except white)
195(b) On steel or other metal surface :With super gloss (hi-gloss) -(iv) Two coats (with any shade except white)
196Supplying fitting fixing UPVC pipes A-type & fittings confirming to IS :13592-1992 with all necessary clamps nails inc making holes in walls floor etc. cutting trenches in any soil through masionary concrete structures etc if necessary mending good damages including joining with jointing materials concrete. (A) UPVC pipes ((ii) 110 mm. Dia.
197(B) UPVC Fittings.c) Bend 87.5 degree.110 mm. Dia
198Supplying, fitting and fixing in position FRP/GRP/COMPOSITE UV stabilizer Manhole Cover with high abrasion surface of 7mm top thickness with density of 2KG/m³ - approved make with rim of approved make (Heavy type)(v) 2.5 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Frame: 600 mm (24\\")
199Filling the gap in between aluminium frame & adjacent RCC / Brick/ Stone work by providing weather silicon sealant over 6mm dia backer rod of approved quality as per architectural drawings and direction of Engineer-in-Charge complete. Upto 5 mm depth and 5 mm width.Ground Floor
200First Floor
2012nd Floor
2023rd Floor
2034th Floor
204Above Roof
205French polishing to wood work including preparing surface (High gloss) (a) On new wood work
206(A) Earth Work WorksEarth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm.
207(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.
208(A) Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
209Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
210Supplying and laying Polythene Sheet (150gm / Sq.M) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
211(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor(A) [Pakur Variety](a) 1:3:6 proportion
212Supplying ready mixed concrete of M 25 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at requiredlevels of concreting and then placing the mix in its final location of form work compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier] (ii) With approved concrete pumpIn Ground Floor and Foundation
213Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(f) 25 mm to 30 mm shuttering without staging in foundation
214(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete workIn Ground Floor and Foundation
215Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16gauge black annealed wire at every intersection, complete as per drawing and direction. ( SAIL/ TATA /RINL )For UGWR Considering 1.5% of conc vol
216Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation.
217Removal of rubbish,earth etc. from the workingsite and disposal of the same beyond thecompound, in conformity with the Municipal /Corporation Rules for such disposal, loading intotruck and cleaning the site in all respect as perdirection of Engineer in charge(a) With earth obtained from excavation of foundation.
218Ordinary Ladder made of round or square M.S. rods fitted and fixed in holes of reservior wall etc, complete. 25 mm dia bar. Rate provided same as item 10,v/p-103Ladder at Reservior
219(b) Applying 2 coats of Non-Toxic Acrylic Polymer modified Paint having adhesive & waterproofing properties by mixing in proportion (1 liquid: 4 cementitious material) or as per manufacturer's specification for water proofing layer in water tank etc. (No Departmental Cement is required)
220Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints , including throating, nosing and drip course, scaffolding/staging where necessary (ground floor) (Excluding cost of chipping over concrete surface) (i) With 1:6 cement mortar. 15 mm thick With 1:6 cement mortar
221Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.
222Supplying, fitting and fixing in position FRP/GRP/COMPOSITE UV stabilizer Manhole Cover with high abrasion surface of 7mm top thicknesswith density of 2KG/m³ - approved make with rim of approved make (Heavy type)(v) 2.5 MT load bearing capacity round manhole cover provided with twolifter hooks fitted with matching frame of sizeFrame: 600 mm (24\\")
223Artificial stone in floor, dado, staircase etc. with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @1.75 kg./sq.m. all complete including all materials and labour.3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).Using grey cement. (a) 35 mm. thick
224Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm.
225(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
226Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
227Supplying and laying Polythene Sheet (150gm / Sq.M) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
228(i) Cement concrete with graded stone ballast (40 mm. size) excluding shuttering. In ground floor .((B) With N.B. Variety stone metal.
229Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.(i) Pakur Variety
230Hire and labour charges for shuttering with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor)
231(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work
232Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16gauge black annealed wire at every intersection, complete as per drawing and direction. ( SAIL/ TATA /RINL
233Brick work with 1st class bricks in cement mortar (1:6)(a) In foundation and plinth
234Brick work with 1st class bricks in cement mortar (1:6) (b) In superstructure
235125 mm. thick brick work with 1st class bricks in cement mortar (1:4) with approved H.B netting in every third layer .
236Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation.
237Removal of rubbish,earth etc. from the workingsite and disposal of the same beyond thecompound, in conformity with the Municipal /Corporation Rules for such disposal, loading intotruck and cleaning the site in all respect as perdirection of Engineer in charge
238Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excludingcost of chipping over concrete surface](i) With 1:6 cement mortar(a) 20 mm thick plaster
239Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
240M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows,railing etc. fitted and fixed with necessary screws and lugs in ground floor a) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. (for Boundary wall) b)Grill weighing above 16 Kg./sq.mtr and above (for Grill Gate)(I) For hanging and locking arrangements including supply of materials and labour complete.(15% extra over the corresponding item)
241Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of theEIC. In Ground Floor:(b) One Coat
242Protective and Decorative Acrylic exterior emulsion paint of approvedquality, as per manufacturer's specification and as per direction ofEngineer-in-Charge to be applied over acrylic primer as required. Therate includes cost of material, labour, scaffolding and all incidentalcharges but excluding the cost of primer.
243(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
244(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary .(b) On steel or other metal surface.With super gloss (hi-gloss)(iv) Two coats (with any shade except white)
245Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm.
246(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
247Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
248Supplying and laying Polythene Sheet (150gm / Sq.M) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
249Ordinary Cement Concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety
250Supplying and Laying in the specified pattern of Interlocking Concrete Block pavements (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of IS 15658:2006) manufactured from BIS license manufacturer, with spacer nib (Small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per Cl. No. 3.26 if IS:15658) and of specified size and shape with aspect ratio (The ratio of length to thickness of a paver block, as per Cl. No. 3.3 of IS: 15658) as per Table 2 of IS:15658 with flexural strength / breaking load as per Annexure G of IS:15658, on the prepared base course of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushion of compacted heeding sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per Cl. No. 8.7 of IC SP-63 (2018) with proper confinement of bedding and joint filling sand, compaction, levelling and filling up of the edge gap. 60 mm thick.(ii) Colour Decorative
251Removal of rubbish,earth etc. from the workingsite and disposal of the same beyond thecompound, in conformity with the Municipal /Corporation Rules for such disposal, loading intotruck and cleaning the site in all respect as perdirection of Engineer in charge
252Supplying, fitting and fixing brass ferrule including connection with P.V.C. pipe of approved make upto 450 mm long with plumbing joint,brass over C.P. coupling at both ends, with cap and lining complete in all respect, including cutting trenches in all sorts of soil and filling up trenches as perdirection of the Engineer-in-charge. (i) 25 mm dia. For water line
253Supplying, fitting and fixing shower of approved brand and make(a) (i) Chromium plated round shower with revolving joint 100 mm dia with rubid cleaning system (Equivalent to Code No. 542(N) & Model -Tropical / Sumthing Special of ESSCO or similar brand).G.floor
254(iii) Chromium plated shower arm 240 mm long (Equivalent to Code No. 536(A) & Model - Tropical / Sumthing Special of ESSCO or similar brand). G.floor
255(b) Chromium plated Rose shower with revolving joint and 150 mm longshower arm (Equivalent to Code No. 5489 & Model - Florentine of Jaquaror similar brand).1st, 2nd, 3rd, & 4th floor
256(d) Chromium plated Hand shower with Flexible Tube & fittings(Equivalent to Code No. Hsh-1937 & (Equivalent to Code No. 5037& Model - Florentine of Jaquar or similar)
257f) Hand Shower(Health Faucet) with 1mtr Fexible Tube with Wall Hook(Equivalent to Code No.573 & Model -ALLIED of Jaquar orsimilar).
258Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking withfittings (tested to 21 kg per sq. cm.).(vii) 25 mm dia
259Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).(iii) 65 mm dia
260(iv) 50 mm dia
261Supplying, fitting and fixing bib cock or stop cock.i) CP 2-way bib Cock - 15 mm, supplied, fitted and fixed. (CodeNo.5041 & Model - FLORENTINE of JAQUAR or similar brand).
262(d) (i) Chromium plated angular Stop Cock with wall flange (Equivalentto Code No. 5053 & Model - Florentine of Jaquar or similar brand).
263(ii) Chromium plated concealed Stop Cock heavy duty (Equivalent toCode No. 5083 & Model - Florentine of Jaquar or similar brand).
264Supplying, fitting and fixing pillar cock of approved make.e) (i) CP Centre hole Basin mixture with regular spout without popupwaste system with 450 mm long braided hoses. (Equivalent to Code No.5167(B) & Model - FLORENTINE of JAQUAR or similar brand).
265CP Wall Mixture without spout but with provision for connnection toTelephone Shower and exposed pipe for Overhead shower (Equivalent toCode No. 5215 & Model - FLORENTINE of JAQUAR or similar brand).
266Supplying, fitting & fixing of C.P. Tephone Shower rose of 1.5m long spiral chord including Shower rose etc. complete (Jaquar Make model no 539) or equivalent brand and quality.
267(g) CP Sink Cock with Regular Swinging Spout (Table Mounted Model)(Equivalent to Code No. 5357 of JAQUAR or similar brand).
268Supplying, fitting and fixing C.P. Extension Pipe
269Supplying, fitting and fixing C.P. Wall Flange
270Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. (a) For Exposed WorkPVC Pipes25 mm
27140 mm
27250 mm
273(b) For Concealed Work.20 mm(Dia)
27415 mm(Dia)
275Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works with all necessary accessories,specials viz.socket, bend, tee, union, cross, elbow, nipple, short piece etc.including cost of allmaterials,jointing materials ,cutting pipes, making threads, cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I. pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.Payment forpainting will be made seperately) 50 mm
276Supply of High Density Poly-ethylene Pipe conforming to IS - 4984 - 1985 (Dia) [PE - 63]A. 6 Kg / Sq.Cm. (Working Pressure 40mm dia
277Supplying & laying Double Wall Corrugated (with external annular corrugation and smooth internal walls) High Density Polyethelene Pipes conforming to IS 16098 (Part-II):2013 having Stiffness Class of SN 8 with Ring Stiffness not less than 8.00 KN/Sqm. and Impact Resistance TIR value not more than 10% including necessary jointing materials for non-pressure underground Drainage, Sewerage & Cross drainageapplication.(ii) 200mm internal dia.
278(i) 150mm internal dia. (For pit to pit connection)
279Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. brackets on 75 mm X 75 mm wooden blocks, C.P. waste fittings of 32 mm dia., one approved quality brass C.P. pillar cock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approved quality P.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long approved quality P.V.C. connection pipe with heavy brass C.P. nut including mending good all damages and painting the brackets with two coats of approved paint.(i) 550mm X 400 mm size
280450 mm X 300 mm size
281Supplying, fitting and fixing pedestal of approved make for wash basin(white)
282Supplying, fitting and fixing stainless steel sink complete with wastefittings and two coats of painting of C.I. brackets.(b) Sink with drain board 1050 mm X 450 mm X 180 mm
283Supplying, fitting and fixing complete Bottle waste trap (Heavy Quality).(a) Chromium plated Bottle trap 32 mm with 190 mm long connecting pipeand wall flange (Equivalent to Code No. 545 & Model - Tropical /Sumthing Special of ESSCO or similar brand).
284(g) CP Sink Cock with Regular Swinging Spout (Table Mounted Model)(Equivalent to Code No. 5357 of JAQUAR or similar brand).
285Supplying,fitting and fixing approved brand P.V.C. CONNECTOR whiteflexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia.a) 450 mm long
286Supplying,fitting and fixing 32 mm dia. Flush Pipe of approved make withnecessary fixing materials and clamps complete.i) Polythene Flush Pipe
287Supplying, fitting and fixing E.W.C. in white glazed vitreous chinaware of approved make complete in position with necessary bolts, nuts etc.(a) With 'P' trap
288Supplying, fitting and fixing Closet seat of approved make with lid and C.P. hinges, rubber buffer and brass screws complete.(a) E.W.C (i) Plastic (hollow type) white
289Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe,with PVC coupling at one end fitted with necessary clamps. i) 900 mm long
290Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming toI.S. specification with P.V.C. fittings complete,C.I. brackets including twocoats of painting to bracket etc.
291Supplying, fitting and fixing glass shelf with aluminium guard rails. (i) 450 mm X 125 mm (a) Ordinary type with 5.5 mm sheet glass
292Supplying, fitting and fixing best quality Indian make mirror 5.5 mm thickwith silvering as per I.S.I. specifications supported on fibre glass frame ofany colour, frame size 550 mm X 400 mm
293Supplying, fitting and fixing towel rail with two brackets. (a) C.P. over brass (i) 25 mm dia. and 450 mm long
294(i) 25 mm dia. and 600 mm long
295Supplying, fitting and fixing liquid soap container.(a) Cromium plated.
296Supplying, fitting and fixing porcelain toilet paper holder of approved makewith wooden spindle as necessary. i) Recess roll type size 150 mm X 150 mm
297Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992(A) (i) Single Socketed 3 Meter Length (b) 110 mm
298(ii) Double Socketed 3 Meter Length(b) 110 mm
299(iii) Single Socketed 1.8 Meter Length (b) 110 mm
300(vi) Double Socketed 0.9 Meter Length (b) 110 mm metre
301(vii) Double Socketed 0.60 Meter Length (b) 110 mm metre
302(B) Supply of UPVC pipesFittings.(i) Coupler (b) 110 mm
303(iii) Door Tee (b) 110 mm
304iv) Door Tee(LH) & (RH) (b) 110 mm
305xi) Door Bend (T.S.) (b) 110 mm
306x) Bend 87.5º (b) 110 mm
307xiv) Cross Tee with Door (b) 110 mm
308xvii) W.C. Connector (150 mm long) 125 X 110(W/WC Ring) 75 mm
309xv) Vent Cowl (b) 110 mm
310xxi) 110 X 110 P Trap75 mm
311xxxii) Plain Floor Trap without Top tile & Strainer75 mm
312Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling,15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied,fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials.i) With Pakur variety.ii) With Pakur variety. ( JSW/JSPL/SHYAM/ SRMB/ BMASL/ ELECROSTEEL/SSL)
313iii) Extra for each additional depth of 150 mm or part thereof beyond initial 600mm depth.
314Supplying, fitting and fixing S.W. master trap.(i) 225 mm X 225 mm
315Supplying, fitting and fixing yard gully with approved H.C.I. gratingcomplete.(i) 225 mm X 150 mm with 230 mm gratings
316Supplying, fitting and fixing in position reinforced cement polymer concretemanhole /gully pit cover with matching frame.As per I.S-12592(M.D)Light duty gully pit cover (yard gully) with with frame and hingearrangement for opening of sizeCover: 300 mm X 275 mm X 30 mmFrame: 450 mm X 375 mm X 75 mm opening: 300mm x 225mmWeight: 43 kg (approx)
317Internal Electrical Installation Work.& Area lighting ( BF -02, to BF- 06)Supplying and fixing PVC Rigid Conduit 'FR' [Precision Make]on wall, ceiling with saddles and other accessories as required and mending good damages to building worksa) 20 mm dia pipe
318b) 25 mm dia pipe
319Supplying & Fixing of Box type fan clamp of 150mm dia & 80mmdepth made of 16 SWG CRCA sheet with one end duly sealed bycover, properly welded, incl. S&F 12mm dia 600mm long MS rodduly bent by heat treatment at the centre position of rod to grip fanbobbin properly, incl. binding the rod and fan box with reinforcement by 22 SWG steel binding wire, incl. supplying & covering the boxwith alkathene sheet, placed in order to prevent concrete fromentering the box
320Distn.wiring in22/0.3(1.5sqmm) singlecorestranded 'FR'PVCinsulated&unsheathedsinglecorestrandedcopperwire(BrandapprovedbyEIC) in19mmbore,3mmthickpolythenpipe complete with all accessories embedded in wall tolight/fan/call bell points withModular type switch (BrandapprovedbyEIC) fixedonModularGIswitch boardwithtopcover plate flushed inwall incl.mendinggooddamages tooriginal finisha) Average run 6 mtr
321b) Average run 10 mtr
322Distn.wiring in22/0.3(1.5sqmm) singlecorestranded 'FR'PVCinsulated&unsheathedsinglecorestrandedcopperwire(BrandapprovedbyEIC) in19mmbore,3mmthickpolythenpipecompletewithallaccessoriesembeddedinwall to240V6A5pinplugpoint incl.S&F240V6A3pinModular typeplugsocket&Modular typeswitch(BrandapprovedbyEIC)incl.S&Fearthcontinuitywire, fixedon4ModuleGI switchboardwith3/4Module topcover plate flushed inwall incl.mending good damages to original finisha)On board
323b)Average run 4.5 mtr
324Supplying and Drawing 1.1 KV single core stranded 'FR'PVC insulated & unsheathed single core stranded copper wire(Brand approved by EIC) of the following sizes in the prelaidpolythene pipe and by the prelaid GI fish wire and makingnecy. connection as required(a)4x10 sq mm
325(b)4x6 sqmm
326(c)2x4sqmm+1x2.5sqmm
327(d)2x2.5sqmm + 1x 1.5sqmm
328(e)4x6sqmm + 2x 4sqmm
329(f)2x6sqmm + 1x 4sqmm
330Distribution wiring in 1.1 KV single core stranded 'FR'PVC insulated & unsheathed copper wire (Brandapproved by EIC) in 20mm size PVC rigid conduit 'FR'(Precision make) incl. necy. fittings as required(a)2x1.5sqmm + 1x1.5sqmm as ECC
331(b)2x2.5sqmm + 1x1.5sqmm as ECC
332(c)2x4sqmm + 1x2.5sqmm as ECC
333Distribution wiring in 1.1 KV single core stranded 'FR'PVC insulated & unsheathed copper wire (Brandapproved by EIC) in 25mm size PVC rigid conduit 'FR'(Precision make) incl. necy. fittings as required(a)4x2.5sqmm + 2x1.5sqmm as ECC
334Supplying and fixing MCB SS enclosure with IP-20/30protection, powder coated provision for two/four poleMCB, concealed in wall after cutting the wall & mendinggood the damages to original finish incl. painting,connection & provision for earthing attachment(a) 2 Way
335(b) 4 Way
336Supplying and fixing 240/415 V MCB of Breakingcapacity 10kA & characteristics on din rail ofexisting DBs and necessary connection(a) 6-32 A SPN
337(b) 32 A TPN
338(c)40- 63 A TPN
339(d) 6-32 A SP
340(e) 6-32 A TP
341Supplying and fixing 2+ 12 way double-door SPN MCB Distribution Board (MakeLegrand/Havells/ABB or Similar ISI make as per direction of EIC)with IP-42/43 protection,concealed in wall after cutting the wall & mending good the damages to original finish incl. Inter connection with suitable size ofcopper wire and neutral link & provision for earthing attachment.
342Supplying and fixing 2+ 4 way double-door SPN MCB Distribution Board (MakeLegrand/Havells/ABB or Similar ISI make as per direction of EIC)with IP-42/43 protection,concealed in wall after cutting the wall & mending good the damages to original finish incl. Inter connection with suitable size ofcopper wire and neutral link & provision for earthing attachment.
343Supplying and fixing 2+ 8 way double-door SPN MCB Distribution Board (MakeLegrand/Havells/ABB or Similar ISI make as per direction of EIC)with IP-42/43 protection,concealed in wall after cutting the wall & mending good the damages to original finish incl. Inter connection with suitable size ofcopper wire and neutral link & provision for earthing attachment.
344Supplying and fixing 4 Way double door Vertical TPN MCB Distribution board for MCCB incomer with IP-42/43protection, on angle iron frame on wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment
345Supplying and fixing 8 Way double door Vertical TPN MCB Distribution board for MCCB incomer with IP-42/43protection, on angle iron frame on wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment
346Supplying & fixing 4 Al. bars 415 V, 315A sheet metal (16 SWG) Iron Clad Busbar chambers of size 500x150mm, Bars size 4x50mmx 10mm on angle iron frame on wall, incl.earthing attachment and painting as required – (As per Drawing no. 470 of PWD SpecificationBook – May 1991)
347Supplying & Fixing 240 V AC/DC superior type Ding-DongCall Bell (Anchor) on HW board incl. S&F HW board
348Supplying & Fixing GI Modular Switch Board of the following sizes complete with top cover plate flushed in wall for housing the board after cutting the brick wall incl. making earthingattachment, painting and mending good damages to building works(a) 2 Module
349(b) 4 Module
350Supply & Fixing 240 V, 16 A, 3 pin Modular type plug socket (Brand approved by EIC) with 16A Modular typeswitch, without plug top on 4 Module GI Modular type switch board with top cover plate flushed in wall incl.S&F switch board and cover plate and making necy.connections with PVC Cu wire and earth continuity wire
351Supply & Fixing RJ45 sitable for CAT6 cable (Brand approved by EIC) with PVC board and top cover plate onwall and making necessary connections & testing as require
352Supply & Fixing Telephone socket (RJ11) Modular type(Brand approved by EIC) with PVC board and top coverplate on wall and making necessary connections &testing as required
353Supplying & Drawing LAN cable (CAT6) (Brand approved byEIC) in prelaid PVC rigid conduit/ in polythene pipe embededin wall
354Supplying & Drawing 2-pair Telephone cables with highdensity polyethylene insulated solid annealed high conductivitybare copper of dia 0.5mm in prelaid PVC rigid conduit/ inpolythene pipe embeded in wall
355S & drawing 1.1 KV grade PVC insulated & armoured cable of aluminium conductor of size 4 core 10 sq.mm. (make- Gloster / Havells / polycab) on RCC wall / surfce incl. S & F MS saddles with earthing attachment 2 Nos. 8 SWG GT wire making holes etc. necy. mending good the damages to original finish etc. as required.(For Lift)
356S & drawing 1.1 KV grade PVC insulated & armoured cable of aluminium conductor of size 2core 6 sq.mm. (make- Gloster / Havells / polycab) on RCC wall / surfce incl. S & F MS saddles with earthing attachment 2 Nos. 8 SWG GT wire making holes etc. necy. mending good the damages to original finish etc. as required.(For Lift)
357S & F compression type cable gland complete with brass gland, rubber ring, dust& moisture proof entry of PVC armoured cable of the following sizes.a) 4 core 10 sq.mm.
358b) 2core 6 sq.mm.
359Finishing the end of XLPE cable/ PVC armoured cable of the following sizes by crimping method incl.S&Fof solderless socket,tapes,anticorrosive paint and jointing materials.a) 4 core 10 sq.mm.
360b) 2core 6 sq.mm.
361Supplying & fixing medium gauge GI Pipe ( ISI-Medium)Protection with necessary fittings and jointing metarials as requireda) 40mm dia.
362b) 50mm dia.
363c) 80mm dia.
364Supplying and fixing 32A,415V, TPN SFU with sheet steel enclosure on angle iron frame on wall with nuts bolts etc incl. S & F 3 nos. DIN type HRC fuse as per rating.
365Earthing with 50mm(2\\") dia galvanised iron pipe 3.64mm thick X 3 mtr. (10') long & 13mm (1/2\\") dia X 80mm (3\\") long GI bolts, double nuts, double washers incl. S & F necessary GI pipe protection(1 mtr. Long) to be filled with bitumen partly above ground level driven to an average depth of 3.65 mtr. (12') below the ground level & restoring the surface duly rammed ( TATA- medium ) in morum soil
366S & F earth busbar of galvanised MS flat 50mm X 6mm (Hot Dip) on wall having clearance of 6mm from wall incl. providing drilled holes on the busbar complete with GI bolts, nuts, washers, spacing insulators etc. as required.
367Supplying & Fixing sheet metal inspection box (16 SWG) of the following sizes flushed in wall by housing the same after cutting brick wall incl. making earthing attachment, painting and mending good damages to building works(a)100 mm x 100 mm x 65 mm
368(b)240 mm x 240 mm x 65 mm
369(c)175 mm x 100 mm x 65 mm
370(d)200 mm x 150 mm x 65 mm
371Cutting channel 43mm x 43mm/40mm x 40 mm /31mm x 31 mm respectively in size on wall including supplying & fixing of 3mm thick following dia polythene pipe by means of iron hooks and supplying & drawing 1 no. 18 S.W.G. G.I. Wire as fish wire including mending good the damages with wire mesh (If necessay) to original finish . (a)25mm dia (For sub-main wiring)
372(b) 19 mm dia
373Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages(a)No. 4 SWG
374(b)No. 8 SWG
375Supply and fixing of 20W LED Batten. Make: Havells. Model: LED PRIDE ESSENTIAL,( Lamp type 20W LED 3000K/20W LED 4000K/20W LED 6500K as per drection of EIC) complete with all accessories directly on wall/ ceiling by screws only.
376Supply and fixing of 24W surface Mounted LED down Light. Make: Havells. Model: Trim Cosmo Surface Round 24W, complete with all accessories directly on wall/ceiling by screws only as directed by EIC.
377Supply and fixing of 1200mm sweep 3 star rating ceiling fan Make: Havells. Model: ES-40, code- FHCEF5SWHT48 complete with all accessories incl. Connecting wire and connection complete as directed by EIC.
378Supply & Fixing 240V, Modular Socket (2 Module) type fan regulator (Step type) (Brand approved by EIC) on existing Modular GI switch board with top cover plate incl. making necy. connections etc.
379S & F 250V 300mm (12\\") dia Havell's/EPC/Orient make 900 RPM approx single phase AC exhaust fan on wall after making hole in wall incl. and mending good the damages and smooth cement finish etc. as practicable as possible and providing 2 X 1.5 sq.mm. PVC insulated copper conductor wire and making connection for exhaust fan. and including supplying Louver Shutter suitable for 300 mm dia Exhaust Fan with necessary bolts, nuts etc. as required.
380(B) LIGHTNING CONDUCTOR INSTALLATIONS & F lightning conductor Air -terminals made of 15 mm dia 1500 mm long G.I. pipe(ISI Medium) having five prongs of 4 S.W.G. G.I.(Hot Dip) wire at top with 85 mm dia 6 mm thick G.I. base plate at bottom incl. necessary holes etc. duly grouted on the parapet etc. in C.C. mortar ( 4: 2 :1).
381Cutting cornices / steps etc. including cutting recess in buildings etc. & supply & fixing 15 mm bore (ISI-Medium ) G.I. pipe protection as below and making good damages to the building works :-(a) Length up to 0.5 Mtrs.
382(b) Length above 0.5 Mtrs.
383Supply & fixing G.I.(Hot Dip) strips 20 mm x 3 mm thick for horizontal run on the column /wall with GI saddles spaced not exceeding 1000 mm apart including mending good the damages to building works.
384Supply & fixing G.I.(Hot Dip) strips 20 mm x 3 mm thick for vertical run on the column /wall with GI saddles spaced not exceeding 1000 mm apart including mending good the damages to building works.
385Making solder joints between conductors,conductors and air terminals after making rivet joint for 20 mm x 3mm G.I.(Hot Dip) strip including supply of jointing materials and painting with two coats of bituminous paint.
386Making solder joints between conductors and down pipes/ other metallic objects with 20 mm x 3mm G.I.(Hot Dip) strip including supply of necessary 20mm x 3 mm G.I.(Hot Dip) strip, jointing materials and painting with two coats of bituminous paint.
387Earthing with 50mm(2\\") dia galvanised iron pipe 3.64mm thick X 3 mtr. (10') long & 13mm (1/2\\") dia X 80mm (3\\") long GI bolts, double nuts, double washers incl. S & F necessary GI pipe protection(1 mtr. Long) to be filled with bitumen partly above ground level driven to an average depth of 3.65 mtr. (12') below the ground level & restoring the surface duly rammed ( TATA- medium ) in morum soil
388Supply & fixing of testing joints by 20 mm x 3 mm thick G.I. (Hot Dip) strip 125 mm long grouted on wall/ column having clearance of 6 mm from wall/column for making connection with 20mm x 3mm GI (Hot Dip) strip of vertical conductor and conductor from earth electrode complete with S & F G.I. bolts, nuts, check nuts, spring washers etc. as required.
389Hire charges for scaffolding arrangement including dismantling at the end of work and carriage for L.C. installation,per storey of building per vertical run..
390( C ) Area LightSupply & fixing LED Post Top Lantern fittings (Make - Havells,25 W ,RUBY LED POST TOP/ Crompton, 20 W, Heritage as directed by EIC) with all accessories complete with LED , on the top of wall piller/Gate pillar including painting and connections complete.
391S & F 250V , 30W LED Street light luminairs with seperate driver and IP66 protection (make- Havells, Endura Sundown/Crompton, Wanderer as directed by EIC) to be fixed/projected on wall/Vertical surface including making holes/providing clamping arrangement & necessary GI reducer as required. S&F 40mm dia Gi pipe bracket(ISI Medium) having suitable bend. Necessary accessories by means necy Fastener & connection complete by 1.5 sqmm PVC insulated copper wire and mending good damages to wall and painting for Area light.
392Supply & Fixing of perforated GI cable tray with perforation notmore than 17.5% suspended from ceiling incl. S&F GI connector,6mm dia MS suspender, bolts & nuts, steel fastener etc. as requiredof the following size. Incl. Al painting of MS support.(a)With 25x25x3mm angle iron support300x50x1.25mm (18SWG) Size
393Supplying & Fixing G.I. waterproof type looping cable box size 200 x 150 x 100 mm deep ( 8\\" x 6\\" x 4\\" deep ) having 4mm thick comprising of one 250 volts 15 amps kit-kat fuse unit, one phase and one neutral bar mounted on porcelain insulators , one compression type brass cable gland for 2-core 6 sq mm P.V.C. armoured cable and having lined with rubber gasketted G.I. top cover with brass machine screws etc, earthing terminal with lug, on G.I. pole near base, including S & F40 x 6mm (11/2\\" x 1/4\\" ) thick, M.S.clamp with bolt and nuts etc. including painting with anticorrosive paint.
394a) in wall.
395b) Through existing GI pipe.
396Supply & fixing 40mm dia medium guage GI pipe(ISI approved) protection with jointing materials as required along with supply & fixing of necessary fittings & jointing materials within trench /recess incl. filling up the trench & duly rammed & mending good the damages to original finish(ISI marked).
3972x6 sq mm
398Supplying & fixing compression type cable gland complete with brass gland, rubber rings for dust & moisture-proof entry of PVC armoured aliminium/Copper conductor cable of the following size. 2x6 sq mm
399Distribution wiring with 3X1.5 sq.mm. copper conductor PVC insulated wire from loop box at the base of GI pipe pole to Luminaries fitting incl. making connection at both ends.
400Cutting Channel of size (40 mm x 40 mm) on masonry wall by Electric operated cutting machine incl. supplying & fixing heavy gauge 19 mm, 3 mm thick Polythene pipe by means of anchoring chemical (Hilti/Sika) and GI 'U' hooks of 8 SWG incl. supplying and drawing 18 SWG GI wire as Fish wire and mending good damages to original finish by using own tools and tackles(a)19 mm dia 3 mm thick polythene pipe with 1x 14 SWG GI earth continuity wire
401Supplying & fixing 240 V,DP automatic change over with current limiter switch with sheet steel enclosure on angle iron frame on wall with nuts bolts etc.(make Havells/ similar ISI make as per approved by EIC )
402Supplying and fixing 415 V, 63 A,Changeover switch with Sheet Steel enclosure on angle iron frame on wall with nuts bolts etc as per direction of EIC.
403( D ) Drinking water supply systemSupply,Erection in existing reserviour by grouting by means of necessary foundation rag bolts, double nuts,and spring washers of suitable size. and levelling by means of spirit level or suitable device and mending good the damages to original finish and commissioning of 40 mm Delivery horizontal type open well 2.0HP submersible pump motor set ( Make -Kirloskar Model-KOS-235), having Casing- Cast Iron, Cast iron impellers and stainless steel shaft , capable of delivering clear water of approximately 31LPM. at a total head of 23 mtr. Complete with 415V, A.C, 3 Ph, 50 Hz,2900 RPM ,motor 2HP , including S& Laying 3CX2.5 sq mm submersible cable and necessary fixing. ( Motor- Make- Kirloskar)
404Supplying & fixing of DOL , three phase Submersible pump Controller (Make-ABB/Havels/L&T or similar as directed by EIC) in Sheet Steel Enclosure with IP-54 Degree of Protection having over load Relay range8.9-10 amps- suitabale for 5 HP Motor, Under voltage release 415 V, Supply On(3 Phase) and Pump On indicating lamps, Dual Ammeter and Volt meter (With selector switch) on suitable angle iron frame on wall including connection at both ends .
405(a) Supplying & fixing of 415 Volts 32 Amps TPN sheet steel main switch on angle iron frame on wall with rewireable fuse (Make- Havells/Standard or equivalent)
406Supplying & fixing of 500 Volts 125 Amps 4 aluminium bars of section 25 mm x 5mm x 850 mm - 4 nos sheet metal (16 S.W.G.) iron clad busbar chamber of 1 meter length on angle iron frame on wall incl. Earthing attachment and painting as per instruction of E.I.C.
407Earthing with 50 mm dia (ISI-M) GI pipe 3.64 mm thick x 3.04 Mts.long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm diax 80 mm long GI bolts, double nuts, double washers incl. S &F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level.( For Soft soil)
408Supplying & fixing earth busbar of galvanised (Hot Dip) M.S. flat 25mm x 6mm on wall having clearance of 6mm from wall including providing drilled holes on the busbar complete with G.I. bolts, nuts, washers, spacing insulators etc. as required.
409Connecting the equipments to earth busbar incl. S & F 8 SWG GI wire on wall/ floor with stapples burried inside wall / floor as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages.
410Supplying & fixing medium gauge GI Pipe ( ISI-Medium)Protection with necessary fittings and jointing metarials as required
411Supply & Fixing 240 V, 25 A, Modular type starter (Brandapproved by EIC) with 25A Modular switch type DP MCB (CCurve) and 4 Module GI Modular type switch board with 4Module top cover plate flushed in wall incl. S&F switch boardand cover plate and making necy. connections with PVC Cuwire and earth continuity wire etc.
412Supplying&Fixingbulkhead light fitting (Havellsmake)withdiecast aluminiumhousing& frostedglassonwall/ceiling incl. S&F8watt CFL / 100 watts GLS lamp complete set.
413( E ) Lift: - Supply, installation, testing, commissoining of 4/5 passenger (272kg / 340 Kg), Microprocessor based passenger cum service lift, AC V3F controlled elevator/lift with the following(Make ; Otis/ Kone/ Schindler as per enlisted catagory -I of Lift Manufacturers for installation in Government Building vide memorandum no 75-W(C)/1M-20/15 dated 03.03.2015) i). Capacity:- 272kg / 340 Kg ii). Speed:- 1.0 mtr./sec. iii). Rise:- mtrs-12.8 mtrs ( approx) iv). Stop & Opening:- 5 stops 5 opening ( all on front sideas per Architect sectional drawing ), v) Floor served ; (G+4), vi). Power Supply:- 415 volts, 3 phase, 50 Hz Alternating current, Variation as per I.S. vii). Control:- Microprocessor based AC with V3F control (with closed loop), viii) Operation ; Simplex collective (with Auto and attendent mode both), ix). Machine:- Energy efficient machine unit suitable for 5 passenger lift without gear and with machine room . x). Clear Shaft Dimension ( Available ):- 1300(D) mm x 1600(W) mm xi). Pit Depth:- 1600 mm Approx(existing), xii). Car Enclosure : SS 4 sheet corrosion free (20 SWG S.S) with hairline finish with hand rail, xiii). Car ceiling and lighting ; Stainless steel withhairline finish corrosion free with sufficient LED light & fan. xiv) Over Travel:- 4045 mm approx(existing), xv). Indicator:- Up & Down indication arrows with standard digital display car floor position and call registration LED indicator, xvi). Car Inside Area:- as per OEM Standard, xvii). Car door:- SS 4 corrosion free centre opening automatic door provided without vision panel with V3F controlled door drive system. Door should be minimum 120 minutes fire rated. xviii). Landing doors:- SS 4 corrosion free hairline finish centre opening automatic door provided without vision panel with V3F controlled door drive system, minimum 120 minutes fire rated xix). Clear door opening:- Minimum 700 mm(W) x 2000 mm height xx). Door Detector Systems:- Full length photocell assembly light curtain sensor xxi). Overload Protection:- On overloading the lift car will not start with door remaining open and audio & display indication xxii). Emergency Light & alarm:- Rechargeable battery operated alarm bell and emergency light xxiii). Levelling Accuracy:- ± 5 mm xxiv). Automatic rescue device:- Battery operated ARD (UPS type 1KVA capacity make- Emerson/APC/Exide) for automatic evacuation to the nearest floor in case of power failure/single phasing xxv). Main rope ( STM ) / Belt:- as per manufacturer standard. xxvi). Car fan:- Lift car provided with fan with provision of getting automatic switched off in case of having no call xxvii). Car flooring:- Granite Finish flooring of approved colour ( in ;lift) xxviii). Fire man's switch:- To be provided at ground floor landing/lobby xxix). Home landing:- Car will automatically come to the preset home landing when there is no call xxx). COP & LOP (Touch type):- 1 no. COP ( with DO/DC button ) and 5 nos. LOP suitable for ( G+4 ) floors with luminious push up/down call registration indicator digital position indicator SS face plate etc. xxxi). Voice Anounciator:- Automatic floor position announcement system xxxii). Intercommunication System:- 2 way intercom system to be provided. xxxiii) including all accessory as required as per discussion and direction of the EIC. & latest lift I.S.
414GST @ 18% for all items
415CESS @ 1% for all items Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56848237
AUTHORITY Government Departments
TENDER VALUE 11.23 Crore
LAST DATE 07-09-2026
Authority
Authority Name West Bengal Housing Board
Work Description Tender for Construction Of G+Iv Storied Building Of West Bengal Housing Board At Plot No - Ce/1/Bf-02, Premises No-07-0234, Plot No-Ce/1/(03/04/05), Premises No-(17-0236/15-0236/13- 0236). Plot No- Ce/1/Bf-06. Premises No-11-0236 In Block Ce Of Action Area -1C, At New Town, Rajarhat.
Basic Detail
Tender No WBHB/JD(EW)-III/NIeT-06/26-27
Bidding Type Tender
Location
City 24 Paraganas North
State West Bengal
Key Dates
Publish Date 05 Aug 2026
Submission Date 07 Sep 2026
Open Date 09 Sep 2026
Finance
Tender Value 11.23 Crore
Tender Fee Ref. Documents
EMD 10 Lakhs
Exemption Available
Document List
BOQ_2545517.xls
dc62ec12-bcd4-4980-807c-5f518645b19f.html
SPL_TERMS_CONDITIONS.pdf
Tendernotice_1 (16).pdf
WBHBTenderForm.pdf

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Tender Timeline

Aug 05, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 07, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 23 days
Sep 09, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 25 days

Tender Documents

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xls

BOQ_2545517.xls

html

dc62ec12-bcd4-4980-807c-5f518645b19f.html

pdf

SPL_TERMS_CONDITIONS.pdf

pdf

Tendernotice_1 (16).pdf

pdf

WBHBTenderForm.pdf

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