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Construction Of G Plus 2 Of Proposed G Plus 4 Educational Building (Administrative Plus Science Block) Of Munshi Premchand Mahavidyalaya Along With Boundary Wall At Sevoke Road, Siliguri In The District Of Darjeeling (Phase-I). (Civil And Electrical), darjeeling-West Bengal

North Bengal Development Department has published Construction Of G Plus 2 Of Proposed G Plus 4 Educational Building (Administrative Plus Science Block) Of Munshi Premchand Mahavidyalaya Along With Boundary Wall At Sevoke Road, Siliguri In The District Of Darjeeling (Phase-I). (Civil And Electrical). Submission Date for this Tender is 22-03-2024. Building Work Tenders in darjeeling West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

42567065
Construction Of G Plus 2 Of Proposed G Plus 4 Educational Building (Administrative Plus Science Block) Of Munshi Premchand Mahavidyalaya Along With Boundary Wall At Sevoke Road, Siliguri In The District Of Darjeeling (Phase-I). (Civil And Electrical)
Open Tender
Indian
West Bengal
darjeeling
22-03-2024

Tender Details

Construction Of G Plus 2 Of Proposed G Plus 4 Educational Building ( Administrative Plus Science Block ) Of Munshi Premchand Mahavidyalaya Along With Boundary Wall At Sevoke Road, Siliguri In The District Of Darjeeling ( Phase-I ) . ( Civil And Electrical )

Key Value

Document Fees
Refer document
EMD
INR 929204.0 /-
Tender Value
INR 4.64 Crore /-

BOQ Items

Name of Work: Construction of G+2 of proposed G+4 Educational Building (Administrative + Science Block) of Munshi Premchand Mahavidyalaya along with Boundary Wall at Sevoke Road, Siliguri in the district of Darjeeling (Phase-I). (Civil and Electrical)
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.
4Earth 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 excavationof foundation.
5Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quantity) a) Do - by fine sand.
6Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work) (b) (i) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth.
7(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 IS6313 (part -II) 1981. ( Mode of measurment will be per Sq.m of plan area of plinth treated.)
8Ordinary 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. a) Pakur Variety
9Hire 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) f) 25mm. To 30mm. Shuttering without staging in foundation etc.
10(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work. i) In Ground Floor
11ii) In First Floor
12iii) In Second Floor
13Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture] M 25 Grade (i) Pakur Variety i) In Foundation & Ground Floor
14ii) In First Floor
15iii) In Second Floor
16Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, 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 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. a) For works in foundation, basement and upto roof of ground floor/upto 4m. i) Tor steel/Mild steela) TATA/SAIL/RINL
17b) In First Floor
18c) In Second Floor
19Ordinary 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. a) Pankur Variety i) In Ground Floor
20ii) In First Floor
21iii) In Second Floor
22Brick work with 1st class bricks in cement mortar (6:1) a) In Foundation and Plinth
23Brick work with 1st class bricks in cement mortar (6:1) b) In superstructure, i) In Ground Floor
24ii) In First Floor
25iii) In Second Floor
26125 mm. thick brick work with 1st class bricks in cement mortar (4:1). i) In Ground Floor
27ii) In First Floor
28iii) In Second Floor
29Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
30Supplying and laying Polythene Sheet (150gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation trenches.
3140 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 underground water retaining structures. i) In Ground Floor
32Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etcwithout anyacking course) laid after application slurry using 1.75 Kg of cement per sqM below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make 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, labour and all other incidental charges complete true to the manufacturer"s specification and direction of Engineer-in- Charge.(White cement, synthetic adhesive and grout material to be supplied by the contra conc (I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment.(B) Light Colouri) In Ground Floor
33ii) In First Floor
34iii) In Second Floor
35Supplying, fitting and fixing Marble Slab/tiles of 15 to 18 mm. thickness in floor, lobby stair, landing & treads etc. over 20 mm (av.) thick base of cement morter (1:2) laid with white cement slurry @ 4.4 kg/sq.m before placing marble & joint with white cement slurry @ 2.0 kg/sq.m with necessary pigmentsincluding grinding and granite polishingas per direction of Engineering - in - Charge. in Ground floor. ( White cement and pigment to be supplied by the Agency) a) With Makrana white/ Makrana Doongri / Adranga / Makrana plain pink / Makrana Adranga pink / Garbh Gulabi/Udaypur pink / Udaypur Green / Black Bhaslana. (iv) Area of each slab/tile exceeding 1.00 i) In Ground Floor
36ii) In First Floor
37iii) In Second Floor
38Extra cost of labour for prefinished and premoulded Nosing to treads of steps, railing, window sill etc. of Marble Stone.
39Extra cost of labour for Marble Stone Floor in treads of Steps.
40Supplying, 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 of required to match colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. (B) Wall With Sand Cement Morter (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 @ 0.20 kg/sq.m. (a) Area of each tile upto 0.09 Sq.m (i)Coloured Decorative i) In Ground Floor
41ii) In First Floor
42iii) In Second Floor
43Supplying and laying true to line and level Anti-Skid, Full Body, Homogeneous & Granular finish Vitrified Tiles conforming to IS:15622-2006 & IS 4457-2007 and testing shall be made in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance > 0.5, Mohr"s hardness > 5.0, Staining resistance: Class-1, Water Absorption: E < 0.5%], MOR > 35 N/sq.mm in Internal area of building e.g. Toilet Block, Passage, Corridor, Accessible Open Terrace etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg./Sqm or using Polymerised Adhesive (6 mm thick layer applied directly over finished artificial stone floor/ Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per Sqm below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles/ epoxy grout materials of approved make 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, labour and all other incidental charges complete true to the manufacturer"s specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contractor).b) In Ground Floor: Sizes-600 mm x600mm x10 mm with breaking strength > 1500 N
44M.S. orW.I. ornamental grill of approved design joints continuously welded with M.S., W.I. flats and bars for windows ,railing etc. fitted and fixed with necessary screws and lugs in ground floor. i) Grill weighing above 16 kg./sq.m.and above . a) In Ground Floor
45b) In First Floor
46c) In Second Floor
47Collapsible 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 bracigs properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugsset in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete. a) In Ground Floor
48Supplying fting and fixing windows and ventilators with or wotout integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straitning if required, fixing lugs in cement concrete ( 4:2:1) with stone chips 19 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing.(b) Openable steel windows as per IS sizes with side hunge shutters and horizotal glazing bars, with or outhout fixed type ventolators ( the extra rate admissible for the openable portion only.) i) In Ground Floor
49ii) In First Floor
50iii) In Second Floor
51(iv) Two point nose steel handle including fitting and fixing.
52(vi) steel peg stay 300 mm long including fitting and fixing.
53(viii) M.S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M.S. flats and bars. i) In Ground Floor
54ii) In First Floor
55iii) In Second Floor
56Wood work in door and window frame fitted and fixed in position complete icluding a protective coat of painting at the contact surface of the frame excluding cost of concrete, Iron Butt Hinges and M.S.Clamps. c) Sal : Siliguri i) In Ground Floor
57ii) In First Floor
58iii) In Second Floor
59Supplying, fitting and fixing M.S. clamp 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 separatively). (c) 40mm X 6mm, 125mm Length
60i) Brass floor door stopper
61Hydraulic door closer of approved quality as per I.S.I. standard fitted and fixed complete : b) Medium (I.S.I. size 2)
62Anodise aluminium barred/tower/socket bolt (full covered) of approved quality manufactured from extruded section conforming to I.S.204/74 fitted and Fixed with cadmium plated screws: v) 150 mm long x 12 mm dia. Bolt
63Anodise aluminium Aldrop/Slidingbolts of approvedquality manufactured form extruded section conforming to I.S. specifictation (I.S.2681/66) fitted and fixed complete. iii) 300 mm x 16 mm dia. Bolt
64Anodised aluminium butt hinges of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 205/66) and fitted and fixed with cadmium plated screws: vi) 100 x 63 x 3.2 mm
65Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete: With continuousplate base (hexagonal/round rod) With round base: iv) 150 mm grip x 10mm dia rod
66(a) Supplying "Godrej" mortice lock chromium plated with latch and keys 4 levers, including fitting and fixing complete.
67Supplying solid flush type doors of commercial quality, the timber frame consisting of top and bottom rails and side styles of well seasoned timber 65mm wide 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. (b) 32 mm thick shutters (single leaf) i) In Ground Floor
68ii) In First Floor
69iii) In Second Floor
70Supplying fitting, fixing decorative lamination conforming to IS: 2046 : 1995 as per approved make, brand, finish and thickness with fitting, fixing the same on Particle/MDF / Ply Boards with recommended / approved adhesive with proper clipping the sides for better attachment as per direction of Engineer-incharge. The rate includes the cost of labour, adhesive and all incidental charges thereof. i) In Ground Floor
71ii) In First Floor
72i) In Second Floor
73Supplying, 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 as per approved technology of Department of Science and Technology (DST) to satisfy IS:4020 door testing performance criteria. 32 mm thick
74Supplying, 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.. (ii) 66mm x 90mm
75Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out jointsincluding throating, nosing and drip course, scaffolding/stagingwhere necessary (ground floor). ( Excluding cost of chipping over concrete surface) (ii) With 1:4cement mortar(b) 15 mm. thick plaster i) In Ground Floor
76ii) In First Floor
77iii) In Second Floor
78(ii) With 1:4cement mortar ,(c) 10 mm. thick plaster , a) In Ground Floor
79ii) In First Floor
80iii) In Second Floor
81(i) With 1:4 cement mortar ; (C) 20 mm. thick plaster ; i) In Ground Floor
82ii) In First Floor
83iii) In Second Floor
84Labour for Chipping of concrete surface before taking up Plastering work.
85Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.
86(b) Rendering the surface of walls and ceiling with white cement based wall putty of approved make and brand(1.5mm thick)
87Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade Acrylic primer(as per manufacture"s specification) including cleaning and smoothning surface. Two Coats.
88Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsionpaint including scraping and preparing the surface throughly, complete as per manufacturer"s specification and as per direction of the Engg-in-charge.b) Two Coat i) Water based interior grade Acrylic Primer
89Applying Exterior grade Acrylic primer of approved quality and brand on lastered 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) Two Coat ; i) In Ground Floor
90ii) In First Floor
91iii) In Second Floor
92Protective and decorative Acrylic exterior emulsion paint of approved quality,as per manufacturer"s specification and as per direction of EIC 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. Two Coat , b) Premium 100% Acrylic Emulsion ; i) In Ground Floor
93ii) In First Floor
94iii) In Second Floor
95a) Priming one coat on timber, plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
96b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
97(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)
98(b) On steel or other metal surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white)
99Supplying best Indian figured glass viz.hammered, fluted,ribbed,pinhead etc., type including cutting to required sizes, setting on putty bases and fitted and fixed with nails and putty complete. (in all floorsfor internal wall & upto 6 m height for external wall) (i) 3 mm. thick (white)
100Supplying, 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)
101Supplying,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 IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories 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
102Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987. iii) 5mm thick clear glass.
103Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, valamoid/Bitumen/M-Seal etc) complete. A) UPVC Pipes: (ii) 110 mm. Dia.
104B) UPVC Fittings: c) Bend 87.5 degree (ii) 110 mm. Dia.
105B) UPVC Fittings: d) Shoe (ii) 110 mm. Dia.
106M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS: 816- 1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. i) For trusses spanning up to 12.00 m
107Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. xomplete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). (i) In Roof:- a) With 0.5 mm thick sheet
108Supplying& laying 20 mm designer chequered tiles of any shade and of approved quality as per IS: 1237: 1980 laid in patterns as directed in pavement, footpath including necessary underlay 25 mm thick average cement mortar (1:3) complete in all respect with all labour and materials [using cement slurry @ 4.4 kg/Sq.m at back side of tiles. Cement of mortar & slurry will be supplied by the Department. Border concrete if necessary to be paid separately].
109Providing and fixing at or near ground level precast cement concrete in kerbs (size: 450 mm x 350 mm x width 150 mm at bottom with bevelled nosing at top) of cement concreat M20 Grade without reinforcement, fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-in- Charge including filling of joints with 10 mm thick cement morter (3:1) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete.
110Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, 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, levelling etc., including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5m complete. This includes supply of labour, tools & plants including materials. Planting hedge plants in two rows at 30cm apart
111Maintenance of hedge for one year including application of necessary pesticide, farm yard manure, replacement of damaged hedge plant by new one complete in all respect as per instruction of Engineer-in-charge. This includes supply of labour, tools & plants including materials.
112Supplying, fitting and fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make in position complete excluding "P" or "S" trap (excluding cost of concrete for fixing).(i) 580 mm X 440 mm
113Supplying, 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
114Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. specification with P.V.C. fittings complete,C.I. brackets including two coats of painting to bracket etc.
115(f) Hand Shower(Health Faucet) with 1mtr Fexible Tube with Wall Hook(Equivalent to Code No.573 & Model -ALLIED of Jaquar or similar).
116Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (d) 2000 litre capacity
117Labour for hoisting plastic water storage tank.(ii) Above 1500 litre upto 5000 litre capacity. (a) Upto 1st story from G.L.
118(b) Extra for each additional story
119Labour for punching hole in plastic water storage tank upto 50 mm dia.
120Supplying, fitting and fixing Flat back urinal (half stall urinal) in white vitreous chinaware of approved make in position with brass screws on 75 mm X 75 mm X 75 mm wooden blocks complete. (i) 635 mm X 395 mm X 420 mm
121Supplying, fitting and fixing urinal flush pipe fittings of approved brand. (a) C.P. urinal flush pipe fittings range of one
122Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). 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, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint 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. Payment for painting will be made seperately) (a) For Exposed WorkPVC Pipes 25 mm
12350 mm
124(b) For Concealed Work 15 mm
12525 mm
126Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). (iv) 50 mm dia
127(vii) 25 mm dia
128Supplying, fitting and fixing bib cock or stop cock. a) (i) Chromium plated Bib Cock short body (Equivalent to Code No. 511 & Model - Tropical / Sumthing Special of ESSCO or similar brand).
129(b) (i) Chromium plated Stop Cock (Equivalent to Code No. 513(A) & 513(B) & Model - Tropical / Sumthing Special of ESSCO or similar
130(d) (i) Chromium plated angular Stop Cock with wall flange (Equivalent to Code No. 5053 & Model - Florentine of Jaquar or similar brand).
131(b) (ii) Chromium plated Concealed Stop Cock (Equivalent to Code No.514(A) & Model - Tropical / Sumthing Special of ESSCO or similar brand).
132Supplying, 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. (ii) 550 mm X 400 mm size
133Supplying, fitting and fixing pedestal of approved make for wash basin (white)
134Supplying, fitting and fixing stainless steel sink complete with waste fittings and two coats of painting of C.I. brackets. (a) Sink only (ii) 630 mm X 550 mm X 180 mm
135Supplying, fitting and fixing 15 mm swan neck tap with left & right hand operating nob with aerator (Equivalent to Code No. 510, 510(A) and Model - TROPICAL / SUMTHING SPECIAL of ESSCO or similar brand).
136f) (ii) CP 2-way bib Cock - 15 mm, supplied, fitted and fixed. (Code No.5041 & Model - FLORENTINE of JAQUAR or similar brand).
137Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (A) (i) Single Socketed 3 Meter Length (a) 75 mm
138(b) 110 mm
139(c) 160 mm
140(B) Fittings v) Plain Y (a) 75 mm
141(b) 110 mm
142ix) Bend 45º (a) 75 mm
143(b) 110 mm
144x) Bend 87.5º (a) 75 mm
145(b) 110 mm
146(iii) Door Tee (a) 75 mm
147(b) 110 mm
148xxvi) Reducer 110 X 75 mm
149xxxi) Plain Floor Trap with Top tile & Strainer 75 mm
150xxxiii) Multi Floor Trap with Top tile & Strainer 75 mm
151xxii) 125/110 S Trap with W.C. Ring 75 mm
152xv) Vent Cowl (i) 100 mm dia.
153Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin- charge. (Payment will be made on centre line measurement of the total pipeline including specials. (B) Under ground (a) 75 mm
154(b) 110 mm
155(c) 160 mm
156Supplying,fitting and fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia. (v) 900 mm long
157Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps. (iv) 1050 mm long
158Supplying, fitting & fixing Aluminium domical grating. (ii) 125 mm
159Supplying, fitting and fixing best quality Indian make mirror 5.5 mm thick with silvering as per I.S.I. specifications supported on fibre glass frame of any colour, frame size 550 mm X 400 mm.
160Supplying, fitting and fixing towel rail with two brackets. (ii) 25 mm dia. and 600 mm long (a) C.P. over brass
161Supplying, fitting and fixing liquid soap container. (a) Cromium plated.
162Constructing 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 thickcement 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 irection, neat cement finishing to entire internal urfaces, 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 ncluding 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 earthworkin 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 oflabour and materials. ii) With Pankur Variety (SAIL/TATA/RINL)
163Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover(heavy type)of approved makesupplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal urfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting and fixing all necessry specials, fittings,S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and fefilling the sides of the tanks with earth, removingspoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials. (v) For 100 users B) With (Pankur Varity) (SAIL/TATA/RINL)
164Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavyn type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia.
165Surface 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.
166Earth 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.
167Earth 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 excavationof foundation
168Ordinary 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. (a) Pankur Variety
169(II) Cement concrete with 30 mm. down graded shingles excluding shuttering a) 6:3:1 proportion
170Hire 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) (a) 25 mm. to 30 mm. thick wooden shutteringas per decision & direction of Engineer-in-charge.
171Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, 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 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. a) For works in foundation, basement and upto roof of ground floor/upto 4m. i) Tor steel/Mild steel TATA/SAIL/RINL
172Brick work with 1st class bricks in cement mortar (6:1) a) In foundation and plinth
173125 mm. thick brick work with 1st class bricks in cement mortar (4:1). i) In Ground Floor
17440 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 underground water retaining structures. i) In Ground Floor
175Supplying and laying Polythene Sheet (150gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation trenches.
176Supplying, fitting & fixing true to line and level digital elevation Ceramic tiles of approved brand conforming to IS:15622:2006 Group B III and tested as per IS:13630:2006 as ornamental cladding on external wall in natural stone, brick, wood, bamboo pattern/ design fixed with adhesive 4.5 mm thick 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. With polymerised adhesive and epoxy grout pointing including spacer - 2mm (When tiles are laid over existing hard ready surface) all complete as per direction of Engineer-in-charge. i) In Ground Floor
177M.S. orW.I. ornamental grill of approved design joints continuously welded with M.S., W.I. flats and bars for windows ,railing etc. fitted and fixed with necessary screws and lugs in ground floor. i) Grill weighing above 16 kg./sq.m.and above .
178M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge.
179Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out jointsincluding throating, nosing and drip course, scaffolding/stagingwhere necessary (ground floor). ( Excluding cost of chipping over concrete surface) (ii) With 1:4cement mortar (b) 15 mm. thick plaster i) In Ground Floor
180(ii) With 1:4cement mortar(c) 10 mm. thick plaster i) In Ground Floor
181Labour for Chipping of concrete surface before taking up Plastering work.
182Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.
183Applying Exterior grade Acrylic primer of approved quality and brand on lastered 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) Two Coat
184Protective and decorative Acrylic exterior emulsion paint of approved quality,as per manufacturer"s specification and as per direction of EIC 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. Two Coat b) Premium 100% Acrylic Emulsion
185a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
186(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)
187RCC BENCH WITH BACK REST:Each bench consists of 2 nos. L- shape base support in grey cement colour ( thichness 80 mm Back height 890mm,front height 450mm, and base width 690 mm ) and 1 nos reinforced concrete planks of size 1500 mmx400mm x50 mm.and 1 nos of reinforced concrete planks of size 1500x425mmx50mm. Overall dimensions seating lenth of the bench 1500mm.Seating height of the bench 450 mm. Total height of the bench 890 mm. Manufactured by using M-30 grade of concrete using vibro compaction process.Reinforced suitably to promote long use and to prevent damage during handling, trasportation,and erection. All parts are joined together with galvanized nuts & bolts of suitable size and all bolts are sealed after assembly bench top and back planks are treated with special anti-corrosive,water proof coating so as tomake surfaces glossy and water proof.
188Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)..
189Earth 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.
190Earth 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 excavationof foundation
191Supplying and laying Polythene Sheet (150gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation trenches.
192Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
193(II) Cement concrete with 30 mm. down graded shingles excluding shuttering
194Hire 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) (a) 25 mm. to 30 mm. thick wooden shutteringas per decision & direction of Engineer-in-charge.
195Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture] M 25 Grade
196Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, 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 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. a) For works in foundation, basement and upto roof of ground floor/upto 4m. i) Tor steel/Mild steel TATA/SAIL/RINL
197Brick work with 1st class bricks in cement mortar (6:1) a) In Foundation and Plinth
198Supplying, installing, testing and commissioning of M.S Pipes confirming to IS 1239 Pt - I Heavy grade with painting, suitable type of supports ( Shall be fabricated by M.S. Channel / Angle / Flat for above 50 mm dia), anchor fasteners, bolts nuts, clamps, "U" bolte, malleable specials such as Reducers,Tees, elbows, flanges. Including cutting, Welding, fixing in / on walls, ceiling by using suitable supports etc, as per drawings. The quoted rate shall also include for chasing / chipping walls, making bore holes in walls / floor and making them good with filler material and finished in cement morter etc. complete. Make:Tata/Jindal 100mm nominal dia (for Riser Piping)
19980mm nominal dia (for hydrant valve Piping)
20025mm nominal dia (for Hose Reel)
201Supplying, Installing, testing and commissioning ISI Mark CI butterfly valves( PN 16) slim seal standared lever operated type with required flanges, nuts, bolts etc. complete. Make:Kartar/AIP/Veeson/CRI/Intervalve 100mm nominal dia(For Riser )
202Supplying, erecting and commissioning of Landing Hydrants comprising of the following in the Fire duct : Single headed hydrant valve as per IS 5290, made of S.S with 63 mm dia instantaneous outletof 80 mm dia fanged inelt ,Blank caps , chain and hand wheels etc complete.Make-Guards,Eversafe,Gteck,Sahabhogilal.
2032 lengths of 15 M long, 63mm dia RRL hose with instataneuos S.S couplings and Hoses shall be stored in side the hose cabinet. Make-Guards,Eversafe,BRG,CRC
2041 no. S.S short branch pipe with nozzle. Make- Guards,Eversafe,Gtech.
205M.S. Hose cabinet stand mouted type fabricated out of M.S. sheet of 16 swg. with glass fronted ( 4mm thick glass with rubber beeding) door and size of the cabinet shall be 600mm x 750 mm x 250 mm Quoted rate shall be includes suitable stand for mounting, all fasteners etc, and cabinet shall be powder coated of approved colour both inside and out side. Make:Fabricated.
206Supplying, installing and commissioning of fire brigade inlet inlet connection of 3 way with 2 nos. 63 mm dia. built - in S.S Non- return valves instantaneous coupling type arranged on 100 mm dia. Pipe manifold and connected to Down-comer riser main . Qouted rate shall be included with C.I. Gate valve, complete. Make:Guards,Eversafe,Gtech,Minimax
207Supplying and fixing approved make 25mm dia. With automatic air release valve with unions etc. complete. Make:Leader/Hawa
208Supplying, installing, testing and commissioning of Gun metal/Brass Forged, chrome finished Ball valves with fittings of screwed end type.Make:Zoloto/Leader 25mm dia.
209Supplying, installing, testing and commissioning of ISI Mark Dual Plate Wafer Type Non-return valves ( PN 16) with required flanges, nuts, bolts and gaskets etc. complete. Make:Kartar/AIP/Veeson/CRI/Intervalve 100 mm nominal dia
210Supplying, installing, testing and commissioning of electrical motor Driven Booster pump for hydrant system with discharge 900 lpmagainst head 35 mtr with M.S. frame and clamps as necessary for fixing the pumps on the foundation including required cables.as per site conditions
211SITC of 1 Nos. fully automatic Star Delta starters suitable for 15 HP Motor with ON-OFF Indications Lamps,with single phase preventor,and with all necessory arrangement requird to run the motor on Auto/manual mode. etc.
212FIRE EXTINGUISHERS(i) Providing and fixing Co2 type fire extinguisher as per IS 2878 with discharge time of 10 sec to 18 sec and gas storage pressure of 85 kgf/sq cm with internal charge.(ISI) Capacity 4.5 kg.(Wall Mounted)
213ii) ABC chemical powder type fire extinguisher of 6 Kgs. Capacity, with initial filling in brand new cylinder with powder coated finish, fitted with Gun metal union, high pressure CO2 gas cartridge, discharge hose, wall mounting bracket etc. complete, confirming to IS:2171..(ISI)
214ELECTRICALWORKSupply, installation, testing & commissioning of cubicle type wall/floor mounted indoor type dust and vermin proof powder painted Sub Panel board having fixed with front side double door with railway type locking arrangement suitable 415V 3 phase, 4 wire 50 Hz AC supply made out of 2 mm thick MS sheet so asto accommodate the following mountings complete with Al bus bar of 315 Amp capacity & channel base at the bottom connection & interconnection by copper wire & strip along with necessary nuts & bolts complete as required. (Make-Legrand/Havells/L&T) i) 415A 415 Volt TPN SFU with 3 nos HRC FUSE-1. ii)63A 415 Volt TPN SFU with 3 nos HRC FUSE-12. iii) 32 A 415 Volt DP MCB-2. iv) 415 A Capacity 415 Volt 4 bar AL busbar of bars size 65mmX13mmX1mtr. v) 415 A 415 V Change Over switch-1. vi) Surge Protection Devices-Type 1+2. Imax 50kA(1P+N)-01 no. vii)0-150 Amp Digital Ammeter-1. viii) 250/5 A CT -3. ix)0-500 digital Voltmer-1. x)LED Indicating Lamp -1. xi) Caution board-1.
215Fabricating, Supplying, Installation, Testing & Commissioning of feeder pillar box having front openable double door (two part) with locking arrangement. The feeder pillar box of suitable size made out of 2 mm thick CRCA sheet with ventilation dust and verming proof .The Feeder Pillar should be properly ventilated by making ventilation at both side. The top hood of the box will be projected upto a sufficient lenght in 4 sides to project from rain water. The feeder pillar is to be painted by spray painting with approved synthetic enameled paint over 1 coat of R.O. primer. The feeder pillar to be fixed up providing necessary brick foundation 2"×4"×2" CC work plastering and net finishing etc. in complete as require to S/F following accessoreis. (Make-Legrand/Havells/L&T) i) 63 A TPN SFU with 3 nos. HRC fuse-1 no. ii) 32 A TPN SFU with 3 nos. HRC fuse- 1 no. iii) 40 A DP MCB- 2nos. iv) 4 bar Copper busbar ofsize 4X15X3mmX500 with all allied arrangement v) Analog Time switch- 1no. vii) 4 pole power Contactor- 1 no. viii) Digital Voltmeter - 1 no. ix) Digital Ammeter- 1no. x) CT- 3 nos. xi) Indicator-3 nos. xii) Danger Board- 1 no.
216Supplying and fixing double door 6 way TPN MCB Distribution board with IP-42/43 protectionwith 1 No. 63 A FP MCB as incomer and 20 no 6-32 A SP MCB as outgoing complete , concealed in wall after cutting the wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment with following MCBs & MCB Isolator . (Make-Legrand/Havells/L&T)
217(a) S & F 2+12 way double door IP-43 SPN MCB distribution board with 1 No. 40 A DP MCB as incomer and 10 no 6-32 A SP MCB as outgoing complete with Din Rail, Earth, Neutral & Phase Bars etc. to be partially recessed in wall with earthing attachment. (Make-Legrand/Havells/L&T)
218Distn. wiring in 22/0.3 (1.5 sqmm) single core stranded "FR" PVC insulated & unsheathed single core stranded copper wire (Make-KEI/Havells/RR Cables) in 19 mm bore, 3 mm thick polythen pipe complete with all accessories embedded in wall to light/fan/call bell points with Modular type switch (Make-Legrand/Havells/L&T) fixed on Modular GI switch board with top cover plate flushed in wall incl. mending good damages to original finisha) Avg run 8 mtr.
219Distn. wiring in 22/0.3 (1.5 sqmm) single core stranded "FR" PVC insulated & unsheathed single core stranded copper wire (Make-KEI/Havells/RR Cables) in 19 mm bore, 3 mm thick polythen pipe complete with all accessories embedded in wall to 240 V 6A 5 pin plug point incl. S&F 240 V 6A 3 pin Modular type plug socket & Modular type switch (Legrand/Havells/L&T) incl. S&F earth continuity wire, fixed on 4 Module GI switch board with 3/4 Module top cover plate flushed in wall incl. mending good damages to original finish 2x22/0.3 (Ph. & N) and 1x22/0.3 as ECC On Board.
220Supply & Fixing 240 V, 6 A, 3 pin Modular type plug socket (Make-Legrand/Havells/L&T) with 6A Modular type switch, without plug top on 4 Module GI/PVC Modular type switch board with 3 Module 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 etc.
221Supply & Fixing 240 V, 16 A, 3 pin Modular type plug socket (Make-Legrand/Havells/L&T) with 16A Modular type switch, without plug top on 4 Module GI /PVC 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 etc.
222Supplying & Fixing iron beam fan clamp of two piece type, as per approved specification, fabricated from 40 mm x 9 mm MS sheet flat suitable for beam having flange upto 150 mm wide – (As per Drawing no. 476 of PWD Specification Book – May 1991)
223Supply & Fixing 240V, Modular Socket (2 Module) type fan regulator (Step type) (Make-Legrand/Havells/ABB) on existing Modular GI switch board with top cover plate incl. making necy. connections etc.
224Fixing only Single/twinfluorescent light fitting suspended 25 cm bellow the ceiling with 2 No. 20 mm dia EI conduit (14 SWG) supports incl. S&F EI conduit, ball socket/socket type ceiling plate and connecting the length of PVC insulated wire and painting etc. as required by 2x24/0.20 mm (1.5sqmm) flexible copper wire of 1.10 mt. length.
225Fixing only ceiling fan complete with blades, canopy, fork, rubber bush etc. incl. S&F connecting wire for down rod upto 30 cm incl. painting the rod with approved paint and making necessary connection as required by 2x1.5 sqmm flexible copper wire.
226Extra for supplying additional wire for down rod & painting the rod exceeding 30 cm by 2x1.5 sqmm flexible copper wire.
227Fixing only cabin fan on wall/ceiling by S&F rag bolts, nuts & washers (6 mm dia x 62 mm long) or as reqd. incl. S&F 24/0.20 PVC insulated flexible copper wire 0.5 mt. length
228Fixing only 300 mm diaexhaust fan after making hole in wall and making good damages and smooth cement finish etc. as practicable as possible and providing necy. length of PVC insulated wire and making connection.
229Fixing only louver shutter/cowl on wall with necy. bolts & nuts (6 mm dia x 62 mm long)
230Fixing only bulk head /ceiling fitting on wall /ceiling by screws etc.
231Supply of 240V LED tube light mounting rail lighting luminaire for TLED lamp with necessary connection and earthing attachment . (Havells/Crompton/HPL)
232Supply & Fixing angular batten holder (Anchor) on 75mm dia PVC round block / round bakelite on wall/ceiling with 10 W LED lamp. (Havells/Crompton/HPL)
233S & F 250 V 1200 mm sweep AC ceiling fan (ISI)completewith blades, canopy, down rod etc. having fixed with 2 nos ball bearing fixing the same, painting of down rod, connection by supplying 3×1.5 sq. mm stranded copper wire.(Make-Usha/Crompton/Havells)
234S & F attractive wall mounting bracket fan 240 V 400 mm sweep 1400 rpm having fixed with close mesh guard , pull chain arrangement for speed control and sturd and heavy duty blades for higher displacement of air. (Make-Usha/Crompton/Havells)
235Supply of 250 V 300 mm. sweep industrial type heavy duty (ISI)high speed exhaust fan. (Make-Usha/Crompton/Havells)
236Supply ofsurface mounted 18 watt slim LED panel with aesthetic finish powder coated in white housing luminaire (square/round)to be fixed on ceiling at in corridor, stair etc. with all arrangement and necessary connection. (Havells/Crompton/HPL)
237Supply of LED Bulkhead that fits in vartiety of applications and serves as simple energy efficient alternative to CFL/incandescent bulkhead luminaires. (Havells/Crompton/HPL)
238Supplying and fixing 19 mm dia and 3 mm thick polythene pipe complete with fittings as necy. under ceiling/beam, bound with 22 SWG GI binding wire incl. supplying and drawing 1x18 SWG GI Wire as fish wire inside the pipes and fittings and providing 50 mm dia disc of MS sheet (20 SWG) having colour paint at one face fastened at the load point end of the polythene pipe with fish wire (synchronizing with roof/beam casting work of building construction)
239Supplying and Drawing 1.1 KV single core stranded "FR" PVC insulated & unsheathed single core stranded copper wire of the following sizes in the prelaid polythene pipeby the GI fish wire and making necy. connection as required. (KEI/RRcables/Havells) as per instruction of EIC. a) 4×10 sq.mm. + 2×6 sq.mm.
240b) 2×10 sq.mm. + 1×6 sq.mm.
241c)2 x 36/0.3 (2.5 sqmm) + 1 x 22/0.3 (1.5 sqmm)
242d)3 x 22/0.3 (3x1.5 sqmm)
243a)S & F40 mm dia medium gauge GI pipe (ISI-M) for cable protection with necessary 25 mm × 6 mm MS flat made clamp and painting of the same.
244i) Earthing with 50 mm dia GI pipe (ISI-M) 3.64 mm thick × 3.04 mtr long and 1 × 4 SWG (Hot dip) wire 4 mtr long) 13 mm dia × 80 mm long GI bolts double washers incl. S & F 15 mm dia GI pipe protection (1 mtr long) to be filled with bitumen party under the ground level and partly above ground level driver to an average depth of 3.65 metre below the ground level & restoring the surface duly rammed.
245S & F earth bus bar of GI (Hot Dip) MS flat of 50 mm × 6 mm on wall is having clearance of 8 mm from wall including providing drilled holes on the bus bar complete with GI bolts, nuts, washers spacing insulators tc. As required.
246Extra for providing masonery enclosure on the top of the earth electrode of overall size 86.36 cm x 86.36 cm x 46 cm deep (below Ground level) complete with cemented brick work(1:6) of 25 cm width duly plastered with cement morter (inside) CI hinged inspection cover of size 36.56 cm x 35.56 cm with locking arrangement, GI reducer including drilling of 46 nos. 12 mm dia holes on the GI pipe including Extra for treatment of soil by using salt & charcoal or coke for plate electrode
247Supply and Fixing of Bollard lightfittings with necessary connection as required.(Make-Cropmton/Havells/HPL)
248Supply & installation of 7 mtr GI Octagonal Pole with bottom dia 130 mm, top dia 70 mm, thickness 3 mm, base plate 200x200x12 (LxBxT) mm, Foundation bolt size 4x20 dia (no xdia) mm, both length 750 mm, PCD-240mm, with window for built in insulated loop box with railway type locking arrangement for suitable necessary connection including sword type decorative single arm decorative bracket 1000mm long. (Utkarsh/BP/Bajaj)
249Supply of 1.1 KV gradePVC/A Al cable : 4 core X 10 sq mm (Make -KEI/Havells/RR cables)
250Supply of 1.1 KV gradePVC/A Al cable : 2 core X 10sq mm(Make -KEI/Havells/RR cables)
251Laying of one No. cable upto 35 sqmm in underground trench 460 mm wide x 760 mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface duly rammed
252S & F of compression type gland complete with brass gland ,brass ring & rubber for dust Moisture proof entry of XLPE /PVC armoured cable of following size. 4 core X 10 sq.mm .
253Finishing the ends of the XLPE /PVC armoured cables by crimping method including supplying and fixing solderless socket traps, anticorrosive past & joining materials. 4 core X 10 sq. mm.
254S & F of compression type gland complete with brass gland ,brass ring & rubber for dust Moisture proof entry of XLPE /PVC armoured cable of following size. 2 core X 10 sq.mm .
255Finishing the ends of the XLPE /PVC armoured cables by crimping method including supplying and fixing solderless socket traps, anticorrosive past & joining materials. 2 core X 10 sq. mm.
256Supply & laying of 3 X 2.50 sq. mm PVC insulated copper conductor FR wire from loop box to fittings in 15 mm dia polythene pipe including connection as required.
257Supplying and fixing 4 WAY MCB SS enclosure with IP-20/30 protection, powder coated including 2 NOS 6-32A two pole MCB, concealed in wall after cutting the wall & mending good the damages to original finish incl. painting, connection & provision for earthing attachment (Havells/Legrand/L&T)
258Fixing only Floodlight/LED Fitting with suitable tie clamps and MS plate for mounting on Pole/Tower or similar structure.
259Supply of LED Street light luminaire with high power LED (Make Crompton/HPL/Havells)
260Supply of LED post top fittings (Crompton/HPL/Havells)
261Sinking of 128x80mm Deep Tube well by Odex-115 method: Drilling borehole by Rig machine with Odex-115 (Simultaneous driving of casing pipe) method of drilling through any kind of soil, boulder, rock etc upto the desired depth by making all necessary arrangement. a) G.L. To 50 Mtr.
262b) 50 Mtr. To 100 Mtrs.
263Lowering and placing of filter assembly of 3 mtr length.
264Exration and partening off the cassing pipe upto the required length to open the filter (approx 3 mtr length).
265Development of the tube well by Air Compressor upto the satisfaction of EIC.
266Supply of the following materials for the tube well:- a) 128 mm ID/139 mm OD MSERW fin cut pipe
267b) 80 mm dia x 3 Mtr long HDPE/Other suitable filter.
268c) Casing Shoe.
269d) Packer assembly.
270Supply and Installation of 3 HP Submerssible pump motor set suitable for 125 mm dia deep tube well capapable for discharging 20000 LPH of Clear water at a total head of 48 mtr having a discharging outlet of 50 mm dia. (Make:KSB/Texmo).
271supply of PVC insulated and PVC sheathed cable with Electrolytic Grade Annealed Copper conductor having 3 core 4 sqmmflate for Submersible pump motors voltage up to and including 1100V as per IS: 694:1990.
272Supply, fitting, fixing 50 mm dia G.I. Pipe (ISI-M) column pipe for submersible pump lowering having 3-mtr average length including special threading in Leathe and S & F one Tata GI socket.
273Supply and fixing 4" dia Pressure Gauge including nipple, valve etc with other jointing materials.
274Making of brick piller of suitable size with neat cement plastering for supporting lead/plumbing line as per instruction of EIC.
275S & F of 50 mm dia Non-return valve (horizontal) with jointing materials (ISI approved Zoloto make).
276S & F of G.M. Peets valve including all necessary jointing materials (ISI approved) for the following size: 50 mm dia.
277S&F 50 mm dia check valve bwith flanged as required
278S & F suitable size of M.S. Flat clamp for holding the column pipe, pump motor in the tube well with necessary nuts, bolts, washer as per direction of EIC.
279S & F of well cover suitable for tube well.
280S & F 20 mm dia G.I. Pipe (Jindal-M) for protection of cable.
281supply ,installation ,testing & commissioning of three phase 415 V 50 HZ ,3HP submersible pump controllers with Single phase preventer including wideband coil and relay current rang 9-14 (A) .make-L&T cat no-MR-G2
282Supply & laying 50 mm dia GI pipe (Class-B) medium mainly U/G trench with all jointing materials as per direction of EIC.
283S & F of G.I. Accessories (R-brand) ISI approved with all jointing materials: a) 50 mm dia Bend.
284b) 50 mm dia Elbow.
285c) 50 mm dia Nipple.
286d) 50 mm diaUnion.
287e) 50 mm dia Socket (Tata make).
288f) 50 mm dia Elbow, Union, Nipple, Socket etc for suction line connection.
289Making connection of delivery pipe line to O.H. Tank with existing line with jum nut, nipple, washer etc. Including all jointing materials.
290Collecting the sample of water for chemical & bactoriogical test and submission of Test Report with original certificate from authorised organisation.
291Supply, fabrication & installation of header assembly made of 150 mm dia 1.2 meter long black MS pipe having both sides sealed by welding provision for with MS sheet for 1 No. 50 mm dia inlet & 4 nos 50 mm dia outlet to be fixed on 50 & 40 mm short pieces welded with 150 mm header including 4 nos gun metal wheel wash out line with provision for pressure gauge and 1/2"" Fullway valve,nipple and presure gaugeto be fixed on Headerwith all supporting arrangement & painting etc as per direction of EIC.
292Installation of Lightining Conducor: S & F lightning conductor Air-terminal made of 15 mm dia 1500 mm long G.I. Pipe (ISI Medium) having five prongs of 4 SWG G.I. wire at top with 85 mm dia 6 mm thick G.I base plate at bottom including necessary holes etc. dully grouted on the parapet etc. C.C. mortar (4:2:1).
293S & F of GI (Hot dip) Strips 20 mm x 3 mm thick on the Parapet / Roof/ Surface of wall for lightning conductor as required (for Horizontal runs) with GI shaddle 1100 mm apart staple spaced including mending good damages.
294S & F of G.I. (Hot dip) strips 20x3mm for vertical runs with G.I. Saddles spaced not exceeding 1000 mm apart including mending good damages.
295Supply & fixing and testing joints by 20 m x 3 m thick hot dip strip 125 mm long grouted in wall having facing a clearance of 6 mm from wall for making connection with thimbles at the end of 7/10 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI hot dip wire 85 mm dia and 6 mm thick GI based plate at bottom including necessary holes etc. complete duly grounded on the parapet etc. in CC mortar (4:2:1)
296Hire charges for scaffolding arrangement including dismantling at the end of work and carriage for LC installation.
297Earthing with 50 mm dia GI pipe (ISI-M) 3.64 mm thick × 3.04 mtr long and 1 × 4 SWG (Hot dip) wire 4 mtr long) 13 mm dia × 80 mm long GI bolts double washers incl. S & F 15 mm dia GI pipe protection (1 mtr long) to be filled with bitumen party under the ground level and partly above ground level driver to an average depth of 3.65 metre below the ground level & restoring the surface duly rammed (in morrum soil).
298Extra for providing masonery enclosure on the top of the earth electrode of overall size 86.36 cm x 86.36 cm x 46 cm deep (below Ground level) complete with cemented brick work(1:6) of 25 cm width duly plastered with cement morter (inside) CI hinged inspection cover of size 36.56 cm x 35.56 cm with locking arrangement, GI reducer including drilling of 46 nos.12 mm dia holes on the GI pipe including Extra for treatment of soil by using salt & charcoal or coke for plate electrode
299Service connection Charges for WBSEDCL authority.
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