Power Government Departments Closing in 0 days TDR #45570382

Tender For Construction Of New 33/11 Kv Substation At Ambari-Falakata Under Jalpaiguri Division, Wbsedcl Including Construction Of Control Room Building, Switchyard Equipment Erection, Cr Panel, Laying Of Power Cable, Laying Of Control Cable, Electrical W

Issued by Government Departments · ambari, West Bengal
Tender Value
1.28 Crore
Estimated cost
Bid Submission
11 Nov 2024
0 days left
EMD
2.56 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction of New 33/11 KV Substation at Ambari-Falakata under Jalpaiguri Division, WBSEDCL including Construction of Control Room Building, Switchyard Equipment Erection, CR Panel, Laying of Power Cable, Laying of Control Cable, Electrical Wiring, Yard Lighting, Sanitary Plumbing, Internal Road, Approach Road, Land Development, Switchyard Fencing, Equipment Foundations, Cable Trenches, Bore Well and Other Allied Works excluding Earth-mat Installation

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 25-Oct-2024 Financial Bid Corrigendum Financial Bid 11-Nov-2024
2 25-Oct-2024 Date corrigendum Date 11-Nov-2024

BOQ

Name of Work: Construction of New 33/11 KV Substation at Ambari-Falakata under Jalpaiguri Division, WBSEDCL including Construction of Control Room Building, Switchyard Equipment Erection, CR Panel, Laying of Power Cable, Laying of Control Cable, Electrical Wiring, Yard Lighting, Sanitary Plumbing, Internal Road, Approach Road, Land Development, Switchyard Fencing, Equipment Foundations, Cable Trenches, Bore Well and Other Allied Works excluding Earth-mat Installation.
Sl. No. Item Description
1CIVIL WORKS: Surface 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.
2Earthwork in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75 Mtr. as directed. The item includes necessary trimming the side of trenches, leveling, dressing and ramming the bottom, bailing out water etc. as required complete. a) Depth of excavation not exceeding 1500 mm.
3Earthwork in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75 Mtr. as directed. The item includes necessary trimming the side of trenches, leveling, dressing and ramming the bottom, bailing out water etc. as required complete. a) Depth of excavation not exceeding 1500 mm. (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.
4Depth of excavation for additional depth beyond 3000 mm. upto 4000mm. excluding cost of shoring as necessary.
5Earthwork 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. i) With earth obtained from excavation of foundation.
6ii) With carried earth arranged by the contractor within a radius exceeding 5 km. but not exceeding 10 km. including the cost of carried earth.
7Dismantling all types of masonry excepting cement concrete plain of reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor.
8Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor.
9Dismantling 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. In ground floor.
10Uprooting and removing plants from the surface of walls parapet etc and making good damages. (Repairing of damages to be paid separately). (a) Small plant of girth of exposed stem upto 75 mm. Lift upto 6 mtr
11Cleaning and removing conservancy garbage mixed with rubbish & other filthy materials from the road side flank, drain and compound including cutting, loading, unloading to and from truck or cart by Mathor labour & removing the same to any distance.
12Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed.
13Removal 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 perdirection of Engineer in charge
14(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 in measurement of finished quantity.)
15(B) Do - by fine sand
16Earth 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).With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5 km. including cost of carried earth.
17Hire 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).For additional depth beyond 1.5 m. and upto 3.00 m
18Bailing or pumping out water from foundation trenches.
19Pre-Constructional Anti-termite measures:Anti termite treatement 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 IS-6313 (part-II) 1981.(mode of measurement will be per Sq. m of plan area of plinth area).
20Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.
21Ordinary Cement Concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement, if any, in ground floor, as per relevant IS code.River bazree.
22Ordinary 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. River Bazree i) In ground floor
23ii) In 1st floor.
24Cement concrete withgradedstone ballast (40 mm size excluding shuttering). In ground floor.With N.B. Variety stone metal. 1: 3: 6 proportion.
25Supplying, fitting and fixing Fan Hook for ceiling with 1 metre long 16mm dia rod complete including mending damages. Payment for damage and repair to be made separately.
26Hire and labour charges for shuttering with centering and necessary staging up to 4mtr. 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. a) 25mm to 30 mm thick wooden shuttering as per direction of Engineer – in- Charge. i) Ground Floor.
27(b) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete worki) Ground Floor.
28ii) In 1st floor
29c) 25 mm to 30 mm shuttering without staging in foundation.
30Reinforcement 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 intersection, complete as per drawing and direction. Tor steel. I) SAIL/ TATA/RINL.i) For works in foundation, basement and upto roof of ground floor / upto 4 m.
31ii) Reinforcement work beyond the roof of ground floor 1n 1st floor.
32II) JSW/JSPL/SHYAM/SRMB/BMASL/ELECROSTEEL/SSL
33III) Other manufacturer not specified
34Brick work with 1st. class bricks in cement mortar. (1:6) a) In foundation and plinth.
35b) In superstructure, ground floor.
36c) In 1stfloor.
37125mm. thick brick work with 1st. class bricks in cement mortar (4:1) in ground floor. a) In ground floor.
38b) In 1 st floor.
39Extra for using approved H.B netting in every third layer in 125mm thick brick work in any floor.
40Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, including throating nosing and drip course where necessary. i) With (1:6) cement mortar. b) 20 mm thick plaster. (Ground floor)
41d) 20 mm thick plaster. (1st floor).
42ii) With (1:6) cement mortar. a) 15mm thick plaster. i) Ground floor.
43b) 1st Floor
44iii)With 1:4 cement mortar a) 10 mm thick plaster.i) Ground floor
45Neat cement punning above 1.5mm. thick in wall, dado, window sills, floor etc. (Note : Cement 0.152 cum. per 100 sqm.).
46Applying 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 specificationand as per direction of the EIC. (In Ground Floor).One Coats. solventbased interior grade Acrylic Primer
47Applying Exterior grade Acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface thoroughly, complete as permanufacturer’s specification and as per direction of the EIC. One coat. i) In ground floor
48ii) In 1st Floor
49Protective 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 rates includes cost of materials, labour, scaffolding and all incidental charges but excluding the cost of primer. Premium 100 % Acrylic Emulsion. i) In Ground Floor (Two coats)
50ii) In 1st Floor (Two coats)
51Rendering the surface of wall and ceiling with white cement based Watre proof wall putty of approved make and brand (1.5 mm thick).
52A) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
53B) Priming one coat on steel surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
54Painting with best quality synthetic enamel paintof 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 other than hi-gloss of approved quality. Two coats (With any shade except white).
55b)On steel or other metal surface.With other than hi-gloss of approved quality. Two coats (With any shade except white).
56Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer). (Two coats). i) luxuryQuality
57Applying 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)
58Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement ( or at manufacturer\"s specified rate) for concrete of various grade.
59Supplying and laying Polythene Sheet (150gm./sqm.) over damp proof course or below flooring or roof terracing or in foundation trenches.
6025mm thick damp proof course with cement concrete with stone chips (1:1.5:3) with graded stone aggregate 10 mm nominal size) and admixture of water proofing compound as per manufacturer’s specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately). (Chequering not required over concrete or painted surface).
6118 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 pigmentmatching 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]
62Supplying, 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]
63Supplying, fitting and fixing Marble slab / Tile of15 to 18 mm thickness in floor, loby, stair, landing & treads etc. over 20 mm (av.) thick 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 Engineer-in-Charge. (White cement and pigment to be supplied by the Agency). With Makrana plain / pink / Adranga pink / Garbh Gulabi / Udaypur pink / Udaypur Green / Blach Bhaslana. Area of each Slab/tile exceeding 0.3 sq.m. but not exceeding 0.6 sq.m.
64Area of each Slab/tile exceeding 0.60 sq.m but not exceeding 1.00 sq.m.
65Extra cost of labour for prefinished and premoulded Nosing to treads of steps, railing, window sill etc. of Marble Stone.
66Supplying, fitting, fixing marble slab/tiles, 15 mm. to 18 mm. thick in dado / wall in 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks applying white cement slurry @ 4.4 kg/ sq.m at the back side of marble & pointing in cement mortar (1:2) (1 cement, 2 marble dust) with admixture of pigment matching the stone shades including polishing all complete as per direction of the Engineer-in-charge including cost of materials, labours, scaffolding, staging, curing complete. [White cement, Pigment to be supplied by the Agency] Area of each slab/tile exceeding 0.3sq.m. but not exceeding 0.6 sq.m.
67Supplying, fitting and fixing 15 to 18 mm thick Marble slab / Tile in riser of step or skirting (upto 300 mm ht.) over 15 mm (av.) thick base of cement mortar (1:2) laid with white cement slurry @ 4.4 Kg / Sq.m at back side of marble & jointed with white cement slurry @ 2.2 Kg/Sq.m. with necessary pigments including grinding and granite polishing as per direction of Engineer-in-Charge. (White cement and pigment to be supplied by the Agency. With Makrana plain / pink / Adranga pink / Garbh Gulabi / Udaypur pink / Udaypur Green / Blach Bhaslana. Area of each Slab/tile upto 0.3 sq.m.
68Supplying, fitting & fixing granite tiles 10mm to 12mm. thick in columns, wall, facia etc. with 15 thick [avg] cement mortar (1:2) including making suitable arrangements 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 tiles@ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m] Area of each slab upto 0.2 Sq.m.
69Supplying, fitting & fixing 1st quality ceramic tiles in walls and floors to match with the existing works & 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) FloorWith sand cement mortar (1:4) 20 mm thick & 2mm 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. Area of each tile above 0.09 Sqm. i) Coloured decorative.
70B) 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 @ 0.20 Kg / Sq.m. Area of each tile above 0.09 Sqm i) coloured decorative.
71Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm x 600 mm x 10mm 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 @ 2.91 Kg / Sq.M. or using polymerized adhesdive (6mm 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. i) With application slurry @ 1.75 Kg / Sq.M., 20 mm sand cement mortar(1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 Kg / Sq.m. white cement for joint filling with pigment.In Ground Floor A) Light colour.
72Supplying fitiing and fixing of acid and alkali reistant (johnson brand) tiles in position as per direction of EIC. Size 300mmx300mmx10mm thick.( as per order no: PM-I/RE/Siliguri/Civil/27-II/1067 dated 01.02.2007)
73Supplying and laying chequered tiles of any shade & of approved quality with (1:1½:3) cement concrete laid in panels or patterns as directed in pavement, footpath etc. including necessary underlay 25 mm thick [avg] cement mortar (1:3) complete in all respect with all labour and materials. [Using cement slurry @ 4.4 kg/Sq.m at back side and @2.4 kg/Sq.m for joint filling]. 25 mm. thick (red variety).
74Supplying and Laying in the specified pattern of Interlcoking Concrete Block Pavements (ICBP) with concrete blocks (with concerete grade as specified as per Table 1 of IS 15658: 2006) manufactured from BIS licensee manufacturer, with spacer nib (Small protruding profiles on vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per clause no 3.24 of 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 no 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 bedding sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per clause no 8.7 of IRC SP - 63 (2018) with proper confinement of bedding and joint filling sand, compaction, levelling and filling up of the edge gap.(i) 60 mm thick, coloured decorative
75ii) Grey
76iii) 80mm, coloured decorative
77iv) Grey
78Supplying & laying 25mm thick tiles of any shade of approved quality as per relevant IS Code IS; 1237-2012 laid in pattern as ditrected for foothpath, ramp , staircase of public building over 25 mm thick (Avg) cement mortar (1:3) & cement slurry @ 4.4 Kg/Sqm at back side of block.(Cementfor mortar & slurry to be supplied by Department in all respect i.e. with all labour and material.(Border concrtete if necessary to be paid separately) Notye: Sub-grade CBR should not be less than 5. Cloured decorative.
79Supplying, 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. complete 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
80Supplying, fitting and fixing glass reinforced polyester translucent fiber glass sheet to match with GCI Corrugation as per IS: 12866 - 1989 in roof fitted and fixed with 10 mm dia \"J\" or \"L\" hook, bolts and nuts, limpet and bitumen washers and putty with 150mm end lap and one corrugation minimum side lap complete.a) 1.6mm +/- 0.2 mm thick sheet.(2.6Kg/Sq.m);i) Natural white or tinted blue colour
81Supplying & 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)
82M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. For structural members of specified sections weighing less than 22.5 Kg./m.
83M.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.The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work.Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. For trusses spoanning upto 12.00m
84M.S. or W.I. ornamental grill of approved design, joints continuously welded with M.S., W.I. flats and bars for windows, railing etc. fitted & fixed with necessary screws and lugs. The weight of grill per sq.m. will be determined by taking the physical weight of fabricated grill and dividing the same by covered area of the same. Grill weighing above 16 Kg./sq.mtr and above. (i)Ground floor.
85Collapsible gate with 40mm.x 40mm.x 6mm. tee as top & 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 arrangement, 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. In ground floor. (Payment will be made on the area of the gate covered by the two guard rails and two extreme channels).
86M.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. In ground floor or Chequered Plate.
87Locking arrangement for Jail type doors including supplying fitting and fixing in position complete as per approved design.
88Supplying, fitting and fixing steel rolling shutter profile type with 18 B.G . of approved type steel latche section 75mm wide, fitted with coil wire spring to necessiate theFitting of required Nos. of C.I. Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially builtup side guide channels including providing a hood for the steel rolling shutter in the room, painting two coats of approved aluminium paint over a coat of red lead primer complete.
89Supplying, fitting and fixing windows and ventilators with or without 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, straightening if required, fixing lugs in cement concrete (1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding lazing. (Add extra @ 1.2 % for each additional floors upto 4th floor and @1.5% for each addl. Floor above 4th floor.) Flash butt welded windows and ventilators.(a) Fixed type steel windows as per IS sizes with horizontal glazing bars.
90(b) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only]
91(c) Fixed type ventilators as per I.S. sizes with horizontal glazingbars height being limited to 580 mm.
92(d) Centre hung ventilators as per I.S. sizes 580 mm.
93(e)Two point nose steel handle including fitting and fixing.
94(f) steel peg stay 300 mm long including fitting and fixing.
95(g) M.S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M.S. Flats and bars.
96Supplying, fitting and fixing cast iron heavy type spiral staircase of approved design with 50 mm.dia. Stem and C.I. Steps 150 mm as per design 900 mm. high C.I, railing including necessary M.S. tie of suitable section embedded to wall with cement concrete (1:2:4) including cost of intermediate C.I. platform secured with necessary tie to stem and wall with cement concrete (1:2:4) including fixing the stem in ground with cement concrete (1:3:6) complete in all respect with all labour and materials. Payment to be made on vertical height in between 1st step and top platform. With 1200 mm. dia. well
97Supplying, 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 mm 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).
98Welding in M.S. structural work with gas or electric: a) Tack weld
99b) Continuous weld
100Wood work in door and window frame fitted and fixed complete including a protective coat of painting at the contact surface of the frame. Sal(Siliguri). (The quantumshould be corrected upto three decimals).
101Supplying, 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.66 mm*90 mm.
102Supplying, Fitting & Fixing Factory made P.V.C. door frame of size 50 mmx47 mm with a wall thickness of 5 mm, made out of extruded 5 mm, PVC sheet miter cut at two corners and joined with two nos of 1.5 mm long brackets of 15 mm x15 mm M.S. square tube. The two vertical door profiles are to be reinforced with 19 mmx 19 mm M.S.quare tube of 19 gauge, weather seal to be provided through out the frame. The door frame shall be fixed with the wall using 65/100 mm long M.S. Screws through the frame by using P.V.C fasteners. A minimum of 4 Nos of screws to be provided for each vertical member and minimum 2 Nos for horizontal member etc. complete as per Manufacturer’s specification and direction of Engineer-in-Charge.
103Panel 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).35mm thick shutters with 19mm thick panel of size 30 to 45 cm.Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak.
104Supplying 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.32 mm thick shutters (single leaf)
105Supplying, 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. In all floor. 32 mm thick.
106PVC Door Shutter - 30 mm thick. Supplying fitting and fixing P.V.C. door shutter of approved quality & shade in position, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C. multicavity hollow chamber of 59 mm x30 mm section with 2.0 mm (+/-0.2 mm) wall thickness.Horizontal & vertical section shall be fixed to each other by self tapping screws and 1 solid polymeric or M.S. galvanised tubular \"L\" shaped bracket 100mm x 200mm in each corner of the shutter frame for placing hinges. Polymer based multicavity hollow section of 120 mm x30mm with 2.0 mm (+/- 0.2 mm) wall thickness will be fitted in the middle, reinforced by solid polymer bar of 200 mm long at both ends and screws from both sides as lock rail. The section frame will then be fitted in by PVC panels of size 100 mm x 25mm with wall thickness of 1.2 mm (+/- 0.2 mm) and 2 nos. of 6 mm dia bright rod will be inserted horizontally with both side check and nut system and stretches where fixing of hinges / hasp bolt / tower bolt / door ring are required to be strong enough to with stand wear and tear. The rate is inclusive of cost of all materials, labour, and hire of tools and plants and appliancesi/c carriage of all materials taxes and all other incidental charges complete.
107Supplying fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc complete (excluding the cost of battens).In ground floor. 50mm x 25mm x 2.7mm x 2.7mm.
108i) Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting.250 mm long
109Brass hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting.250 mm long
110Supplying, 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, 200mm Length
111(b) 40mm X 6mm, 125mm Length
112Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. (a) 75mm. X 40mm. X 1.12mm.
113(b) 75mm. X 47mm. X 1.70mm.
114(c) 100mm. X 50mm. X 1.25mm.
115(d) 100mm. X 58mm. X 1.90mm.
116(a) Supplying \"Godrej\" mortice lock chromium plated with latch and keys 4 levers,including fitting and fixing complete.
117Supplying 4 lever mortice lock or any approved make and brand as per direction of the Engineer- in -Charge. (a) 150 mm
118(b) 100 mm
119(c) 75 mm
120Hydraulic door closer of approved quality as per I.S.I. standard fitted and fixed complete.Medium (I.S.I. size 2)
121Door stopper.(Brass)
122Anodised 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.i) 150 mm long x 10 mm dia bolt.
123Anodised aluminium Aldrop / sliding bolts of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 2681/66)fitted and fixed complete. a) 250mm x 16mm dia bolt.
124b) 250mm x 19mm dia bolt.
125Anodised 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. a) 75 x 63 x 3.2 mm
126b) 100 x 75 x 4.0 mm
127Anodised aluminiumD-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. : 230 / 72) and fitted and fixed complete. With continuous plate base (hexagonal / round rod). 150 mm. grip x 10 mm. dia. rod.
128Anodised aluminium decorative handle (hexagonal / fluted) of approved quality fitted and fixed complete.i) 150 mm plate x 10 mm dia rod x 12 mm hexagonal / fluted.
129Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete. (In all floors for internal wall & upto 6 m height for external wall) m height for external wall) .4mm thick.
130Supplying, 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 materials (Spun Yarn, Valamoid/Bituminous/M-Seal etc.) complete. i) UPVC Pipes. 110 mm Dia.
131ii) UPVC Fittings a) Bend 87.5 degree of 110 mm Dia.
132b) Plain Tee of 110 mm Dia.
133c) Shoe of 110 mm Dia.
134Supplying, fitting galvanized 2 ply 12 Gauge/4 points line of barbed wire in fencing (holes already made in the body of post ) or fixed by staples tightening and fixing the wires in taut condition with straining bolts including the cost of cutting and lapping joints in the wire as necessary but excluding the cost of galvanized staples, straining bolts and binding wire as necessary 2 Ply 12 Gauge/4 Points (Payment to be made on the length of individual lines of wire).
135Supplying Glvanized Straining Bolts (With eye at one end with double nuts and washers fitted and fixed complete). 10mm dia -150mm.
136Supplying Galvanized staples fitted and fixed complete. 19mm to 25mm size.
137Labour for fitting line of wire to posts, tightening by straining bolts and fixing the wire ( in taut condition) to the post with staples (including the cost of cutting and lapping joints in the wire, asnecessary and including the cost of staples and straining bolts and also the labour for fixing the staples but excluding the cost of straining bolts)
138Supplying gravels/ shingles of North Bengal Variety of sizes of 3.750 cm and stacking at site including cost of materials, carriage, loading, unloading all complete including all taxes and duties and incidental charges as per direction of Engg-in-charge including spreading of gravels.
139Labour for spreading of gravels/shingles around the sub-station structure in the switchyard premises in uniform thickness of upto 150 mm including carriage of materials from the stack as per direction of E.I.C.
140Labour for collecting,washing and re- spreading of gravels/shingles around the sub-station structure in the switchyard premises in uniform thickness of upto 150 mm including carriage of materials from the stack as per direction of E.I.C.
141Supplying fitting and fixing 600 mm ( ±30 mm) diametre R.B.T (Reinforced Barbed Tape) Concertina fencing on wall top using concertina coils stretched to approx.6 meters length at site clipped with two nos. of horizontal R.B.T strands which will be tensioned and fixed with the vertical M.S angle iron posts by means of security fasteners (such as \"C\" clips, R.B.T clips etc.) (The rate is exclusive of the cost of posts)
142Brick edging 75 mm wide with picked jhama bricks laid true to line and level including cutting necessary trench in soil or in hard metalled surface laying the bricks and repacking the trench (on both side of the edging) with posils and ramming the same thoroughly complete as per direction. Brick-on-end edging (250mm) depth.
143Providing and fixing at or near ground level precast cement concrete in kerbs (size: 410 mm x 310 mm x width 150 mm at bottom with circularnosing at top) (Nano kerb) ofement concreat M25 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.
144Supplying heavy duty hydraulic double action floor spring along with top pin/set of pivots conforming to IS: 6315 or any approved make as per direction of Engineer in charge.
145Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987.i) 4mm thick clear glass.
146(ii) 6mm thick clear glass.
147iii) 12mm thick clear glass.
148Supplying 125 mm. Dia acrylic handle for aluminium door as per approved make & brand.Natural Colour
149Filling 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.
150Supplying,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.For 2-Track window : Members for Bottom frame @ 0.875 Kg per Mtr.and for Top and Side frame @ 0.778 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr. For 3-Track window : Members for Bottom frame @ 1.233 Kg per Mtr. and for Top and Side frame @ 1.067 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kgper Mtr. and Interlock member @ 0.612 Kg per Mtr.
151Supplying, fitting & fixing of partly glazed partly panelled or fully glazed single leaf Aluminium swing door of all aluminium sections viz door frame ( top and side frame), shutter( top rail, bottom rail, lock rail, door vertical) , glazing clip made of Aluminium Alloy Extrusions conforming to IS: 733-1983 and IS: 1285-1975, annodized conforming toS:1868-1983, fitted with all other accessories viz. EPDM gusket,cleat, angle screws etc. including labour charges for fitting and fixing of aluminium door with doorpring,/aluminium hinges, glass / Panel board all complete as per architectural drawings and direction of Engineer-incharge. ( Excluding cost of glass/ panel board, door spring/ Al hinges, doorcloser, door stoper, handle, tower bolt and locking arrangment etc)10-12 Micron thickness Annodizing filmNatural white (unit wt of to Top & side frame @1.366 kg/m ; top rail @ 1.296 kg/m; bottom rail @ 1.974 kg/m; lock rail @ 1.590 kg/m; door vertical @ 1.412 kg/m; glazing clip @ 0.167 kg/m. )
152Supplying, fitting & fixing of Aluminium fixed partion wall of all aluminium sections viz top, bottom and side member, intermediate member, glazing clip made of Aluminium Alloy Extrusions conforming to IS: 733-1983 and IS: 1285-1975, annodized conforming to IS:1868- 1983, fitted with all other accessories viz. EPDM gusket,cleat, angle screws etc. including labour charges for fitting and fixing of aluminiumfixed partition wall with glass / panel board all complete as perarchitectural drawings and direction of Engineer-in-charge.(Excluding cost of glass/ panel board,10-12 Micron thickness Annodizing film.Natural white. a) for unsupported length of vertical member upto 1.50m. height of both ends of vertical member restrained but panel with in 0.90 sqm. (unit wt of Top, bottom & sidemember @1.366 kg/m ; intermediate member @ 1.443 kg/m; glazing clip: 0.167 kg/m respectively)
153b) For unsupported length of vertical member above 1.50m. height of both ends of vertical member restrained but panel above 0.90 sqm. (unit wt of Top, bottom & side member @ 1.978; intermediate member @ 2.055; glazing clip @ 0.167 kg/m respectively)
154Wall panelling / partition with Melamine faced 3 layered flat pressed wood particle board of approved make and brand as per direction of Engineer - in - Charge of requisite grade bonded with phenol formaldehyde synthetic resin conforming to IS: 848 - 1974 (excluding the cost of supporting frame work and teak wood battens / lipping) Prelaminated particle board conforming to IS: 3087 - 1985 and IS 12823 -1990. Both side decorative laminate Interior Grade 9mm thick
155Supplying, Aluminium Grill with F channel frame of approved make and brand having ultimate tensile strength of 19 Kg/Sq.m. and modulus of elasticity 7000 kg/ sq.m., with 15 micron anodised fitted & fixed with necessary screws etc. complete as per direction of Engineer-in-charge. Grill made with 10 mm wide and 5.2 mm thick aluminium sheet having expansion width of 66.00 mm and weight not less than 3.26 Kg/Sq.m.
156Supplying, fitting and fixing G.I. pipes of TATA make 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 Work. i) 15 mm dia. medium quality
157ii) 20 mm dia. medium quality
158(iii) 25 mm dia. light quality
159(iv) 40 mm dia. medium quality
160(v) 50 mm dia. medium quality
161(vi)80 mm dia. medium quality
162Supplying, fitting and fixing special hand pump no. 6 of approved make(for 50 mm or 40 mm dia. tube well).
163Supplying, fitting and fixing showerof approved brand and make. Chromium plated round showerwith revolving joint 100 mm dia width rabid cleaning system(Equivalent to code No.542(N) & Model –Tropical / something special of ESSCO or similar brand).
164Supplying, fitting and fixing of watertec approved make hand shower(health faucet) with 1.00 meter flexible tube with wall hook.
165Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).(a) 50mm dia. (a) 50 mm dia.
166(b) 40 mm dia.
167(b) 32 mm dia.
168(d) 25 mm. dia.
169Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes & fittings conforming to IS-15778: 2007 Ball Valve (a) 50 mm dia.
170(b) 40 mm dia.
171(b) 32 mm dia.
172(d) 25 mm. dia.
173(e) 20 mm dia.
174(f) 15 mm dia.
175Supplying, fitting & fixing bib cock or stop cocki) Chromium plated Bib cock short body (equivalent to code No. 511 & Model – Tropical / Sumthing special of ESSCO or similar brand.
176ii) Chromium plated Bib Cock long body with wall flange with aerator (Equivalent to Code No. 512 & Model - Tropical / Sumthing Special of ESSCO or similar brand)
177iii) Chromium plated Stop Cock (Equivalent to Code No. 513(A) & 513(B) & Model - Tropical / Sumthing Special of ESSCO or similar
178iv) PTMT (Polytetra Bib Cock / Stop Cock ( Prayag or equivalent)15 mm each
179Supplying, 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). For Exposed Work. PVC Pipe. i) 15 mm dia.
180ii) 20 mm dia.
181iii) 25 mm dia.
182iv) 32 mm dia.
183v) 40 mm dia.
184vi) 50 mm dia.
185For Concealed Work. i) 15 mm dia.
186ii) 20 mm dia.
187iii) 25 mm dia.
188Supplying, fitting and fixing PVC pipes for underground work 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 including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the ame as directed 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.) PVC Pipes 100 mm dia.
189150 mm dia.
190Supplying, 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.
191Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (i) 2000 litre capacity
192ii) 1000 litre capacity
193Labour for hoisting plastic water storage tank. Upto 1500 litre capacity Upto 1st story from G.L.
194Extra for each additional story
195Above 1500 litre upto 5000 litre capacity Upto 1st story from G.L
196Extra for each additional story
197Labour for punching hole in plastic water storage tank upto 50 mm dia
198Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). (A) PVC Pipes i) 100 mm
199ii) 50mm
200Wash basin vitreous china of approved make (without fittings) supplied,fitted and fixed in position on 75mm X 75 mm X 75 mm woodblocks and C.I. brackets including two coats of painting of C.I. brackets. (a) 450 mm X 300 mm size
201(b)550 mm. x 400 mm. size.
202Supplying, fitting and fixing pedestal of approved make for wash basin(white)
203Supplying ,fitting and fixing stainless steel sink complete with waste fittings and two coats of painting of C.I. brackets. Sink only.Sink with drain board 1050 mm X 450 mm X 180 mm.
204Supplying ,fitting and fixing approved brand P.V.C Connector white flexible, with both ends coupling with heavy brass C.P. nut , 15 mm dia. 600 mm long.
205Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe,with PVC coupling at one end fitted with necessary clamps.1050mm long.
206Supplying ,fitting and fixing Pillar cock of approved make. a) CP Pillar cock – 15 mm (Equvalent to code no 507 & Model – Tropical / Sumthing Special of ESSCO or Neo/Smileor Jhonson or similar brand.)
207PTMT Pillar Cock - 15 mm. (Prayag or equivalent).
208Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes,scaffolding, tools and plantss necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore. For depth upto 150 metre for 50 mm dia. tube well with top enlargement of 100 mm dia. (i) 50 mm dia. boring etc
209(ii) 100 mm dia. boring etc. top enlargement
210Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications. i)50mm
211Supply , installation and commissioningof 2.0 HP submerssible pump of Kirloskar/Crompton Greaves brandfor raising of water to water storage tank.
212Supply , installation and commissioningof 2.0 HP centrifugal pump of Kirloskar/Crompton Greaves brandfor raising of water to water storage tank.
213Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction.
214Packing annular space between the outside of the housing pipe and the bore with puddled clay balls of approved size as per direction of the Engineer-in-charge with cost of all materials and labour complete.
215Supplying, fitting & fixing 300 mm M.S housing clamp of approved quality.
216Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with \"V\" notch including hire and labour charges for all tools and plants and scaffolding as required.
217Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete.
218Supplying, fitting & fixing H.C.I. bend without door conforming to I.S.S. including jointing complete and painting two coats to the exposed surface with approved paint complete. With valamoid joints including sealing the top with sand cement mortar (4:1). 100 mm dia.
219Supplying, fitting and fixing cast iron ‘P’ or ‘S’ trap conforming to I. S. 3989 / 1970 and 1729 / 1964 including lead caulked joints and painting two coats to the exposed surface. i)‘P’ trap: 100 mm.
220ii) \"S\" trap : 100 mm
221Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. A) i) Double Socketed 3 Meter Length, 110 mm dia.
222ii) Double Socketed 1.8 Meter Length, 110 mm dia.
223iii) Double Socketed 1.2 Meter Length, 110 mm dia.
224iv) Double Socketed 0.9 Meter Length, 110 mm dia.
225v) Double Socketed 0.60 Meter Length, 110 mm dia.
226B) Fittings. i) Coupler.110 mm dia.
227ii) Plain Tee. 110 mm dia.
228iii)Door Tee.110 mm dia.
229iv) Door Tee(LH) & (RH), 110 mm dia.
230iv)Plain Y.110 mm dia.
231v) Door Y (LH) & (RH), 110 mm dia.
232vi) Double Y, 110 mm dia.
233vii) Double Y with Door
234viii) Bend 45º. 110 mm dia.
235ix) Bend 87.5º. 110 mm dia.
236xi) Cross Tee. 110 mm dia.
237xii) Vent Cowl,110 mm
238Supplying, fitting and fixing E.W.C. in white glazed vitreous chinaware of approved make complete in position with necessary bolts, nuts etc. i) With \"P\" trap
239ii) With \"S\" trap
240Supplying, fitting and fixing Anglo-Indian W.C. in white glazed vitreous china ware of approved make complete in position with necessary bolts, nuts etc. i) With \"P\" trap (with vent)
241ii) With \"S\" trap (with vent)
242Supplying, 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) 530 mm X 410 mm
243Supplying, fitting & fixing Flat back Urinal (half stall in urinal) in white vitreous china ware of approved make in position with brass screws on 75 mm x 75mm x 75mm. wooden blocks complete. 470mm x 280mm x340mm.
244Corner urinal 440 mm X 345 mm X 250 mm
245Supplying, fitting and fixing Squating plate with integral flushing in white vitreous chinaware of approved make in cement concrete (6:3:1) with jhama chips complete. (Payment of concrete will be paid seperately). (i) 450 mm X 350 mm
246Supplying, fitting & fixing Half round channel with or without outlet as required set in cement concrete (6:3:1) with jhama chips complete. White Vitreous china ware. 600 mm X 150 mm. White vitreous chinaware.
247Supplying, fitting & fixing foot rest for water closet of size 275 mm X 125 mm with porcelain of approved make.
248Supplying, fitting and fixing Closet seat of approved make with lid and C.P. hinges, rubber buffer and brass screws complete.a) E.W.C.Plastic (hallow type) white.
249b)Anglo Indian, Plastic (hallow type) white.
250Supplying, fitting and fixing 32mm dia flush pipe of approved make with necessary fixing materials and clamps complete. Polythene flush pipe.C
251ii) C. P. Flush Pipe.
252Supplying, fitting & fixing urinal flush pipe fittings of approved brand. C.P urinal flush pipe fitting range of three.
253Supplying, fitting & fixing 18 mm thick marble partition slab with chawk doongri marble square cut, both side polished with two front corners rounded and edge polished.
254Supplying, fitting and fixing glass shelf with aluminium guard rails ordinary type with 5.5 mm. sheet glass. 450 mm. x 125 mm.
255Supplying, fitting and fixing soap holder. PTMT (Prayag or equivalent).
256Supplying, fitting and fixing best qualityIndian make mirror 5.5 mm. thick with silveringas per I.S.I. specifications supported on fibre glass frame of any colour, Frame size 550 mm. x 400 mm.
257Supplying, fitting and fixing towel rail with two brackets. C.P over brass. 25 mm. dia. and 450 mm. long.
258Constructing 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.With Bazree (N.B Variety) (SAIL/TATA/RINL)
259Constructing Inspection pit to a depth of 1.5 metre (inside), 250 mm thick 1st class brick work (1:4) in all sides over a layer of jhama brick soling and 150 mm thick cement concrete with stone chips (1:3:6) including necessary earth work, fitting and fixing approved type S.W. master trap, constructing masonry invert with cement concrete (1:1.5:3) with stone chips, plastering inside and outside (outside upto 300 mm below G.L.) with 20 mm thick cement plastering (1:4) and neat cement punning,including supplying,fitting and fixing one 560 mm. dia R.C.C. manhole cover of approved make with R.C.C. slab of 100 mm thick with cement concrete (1:1.5:3) with stone chips including necessary reinforcement (upto 1%) and shuttering and necessary corbelling brick work (1:4) so that the R.C.C. cover slab rests 150 mm above adjucent G.L., cement plaster (1:4) 10 mm thick on all external surfaces of the top slab as directed complete in all respect and removal of surplus earth with all costs of labour and materials (excluding the cost of master trap only). 900 mm X 750 mm (inside) chamber including fitting and fixing S.W. master trap of 100 mm dia. of approved make. With Bazree (NB Variety) (others)
260Construction 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 make supplied, 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 surfaces 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. Note:- (i) Finished level of Septic Tank should be 400 mm. from Ground Level. (ii) Height of 50 mm. Ventilation pipe &Mosquito proof mesh, should be follwed as per:2470,Part- I.Payment will be made separetly on the basis of actual height based on relevant I.S.Code.For 20 users.With Bazree (N.B Varity) (others).
261Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 mtr. from the bottom having 150 mm. intermediate cement brick work (6:1) band all round and cement brick work (6:1) upto 0.9 mtr. from top with 19 mm. thick cement plastering (4:1) to inside face upto the depth of cement brick work, 12 mm. thick cement plaster (4:1) on outer face from the top of well upto G.L. and 6 mm. thick cement plaster (4:1) on top of the R.C.C. cover slab including filling bottom 1.00 mtr. of inside of the well with brick metal (50 mm. to 63 mm. size) including R.C.C. cover slab of designed thickness with cement concrete (4:2:1) with stone chips with necessary reinforcement and shuttering including one 560 mm. dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making necessary arrangements for pipe connections, excavation of well including shoring, de-watering and removing the excess 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 (6:1) and 1 mtr. inside dia. (SAIL/TATA/RINL).
262Open jointed stone ware pipe 100 mm dia. supplied, laid and fitted in position duly encircled all round by 150 mm thick layer jhama metal (38 mm to 50 mm size) including excavation of earth in any soil upto required depth including refilling trench,watering and ramming complete. (Cost of Jhama Metal to be paid seperately)
263Supplying fitting and fixing I.R.C. fabric mesh with covering battens including cost of screws etc complete (excluding the cost of battens).In ground floor. 50mm x 25mm x 2.7mm x 2.7mm.
264Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
265Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.(rate analysis)
266Supplying including carriage and stacking at site of 150 mm boulder (rate analysis)
267Iron remover filter
2680.5 HP(28S) Pump
269ELECTRICAL WORKS : INTERNAL WIRING & SWITCHYARD LIGHTING: Supply and Installation of MV Floor cum wall mounted Cubical pannel Board , dust,damp and verming proof complete with Bus Bar chamber,MV Danger Board, Ammeter, Volt Meter with selector switches,Indicator Lamps with inter connections along with 200 Amp. 4 nos Copper Bus Bars incuding followinf incoming and outgoing switchesIncoming:a. 125 A. TPN Switch Fuse Unit with HRC Fuses ( L& T Make O/E Type. SK95001- 1 No.b. 0-500V. Volt Meter 100mm. With Selector switch ( A.E Make) - 1 No.c. 0-100A. Ammeter 100 mm. with selector switch & C.T. Coil - 1 no.d. RYB Indicator Lamp with Cartridge Fuses - 1 Set200 Amp.3 Phase B.B.Chamber with copper bars-1 setOutgoing:a. 63 Amp. 415 V.TPN Main switch O/E type ( L&T makeSK95421) -1 No.b. 32 A. 415 V.TPN main switch .O/E type ( L&T SK95518)-3 Nosc. 32 A. 240 V. DP Switch with fuse unit ( L&T SK95594) 1 No. for Battery charger.d. 32 A. TPN MCB ( Legrand Make)- 2 Nose. 32 A. SPN MCB ( Legrand Make) -6 Nos.
270Supply & fixing 240 V. SPN MCB type2+12 WayDistribution Board having Double door Sheet Steel Enclosure ( Legrand Make Enclosure (607712) comprising with 12 Nos 6-32 A SPMCB and 1 No. 25 A Legrand make 30mA sensitivity RCCB comp. with neutral link, earth Busbar on wall with necessary connections.
271Distribution wiring in 1.1 KV grade 3x22/0.3 (1.5 sqmm) single core stranded \"FR\" PVC insulated & unsheathed copper wire partly in 19mm bore 3mm thick polythin pipe complete with all accessories embeded in wall to to light/fan/call bell points with Modular type switch fixed on Modular GI switch board with top cover plate flushed in wall flushed in wall incl mending good damages.[ As per approved list of Material ] 8 Mtr.
272Distn. wiring in 3 X 22/0.3 (1.5 sqmm) single core stranded \"FR\" PVC insulated & unsheathed single core stranded copper wirein 19 mm bore, 3 mm thick polythen pipe complete with all accessories embedded in wall to 240 V 6A 5 pin plug point with Modular type plug socket & switch as per GS.[ As per approved list of Material ]On Board
273Supplying and fixing polythene pipe (3mm thick) 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 as per GS.[ As per approved list of Material ] 19mm dia
27425mm dia
275Cutting Channel of required sizeon masonry wall by Electric operated cutting machine incl. supplying & fixing of heavy gauge Polythene pipe of following diameteras per GS.[ As per approved list of Material ]19 mm dia 3 mm thick
27625mm dia 3 mm thick
277Supplying 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 pipe as per GS.[ As per approved list of Material ]3x(1.5 sqmm) [ for 2X 6 A seperate plug ]
2782x(2.5 sqmm)+1x(1.5 sqmm)[ for 16 A Power plug, Computer Board ]
279Finishing of the PVC insulated wire ends by socketting with pin/ ring type copper sockets and insulated tapes etc., including supplying sockets, tapes.iv) 2 x 2.5 sq. mm + 1 x 1.5 sq. mm ( copper )
280Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connectionas per GS [ Make -Legrand ]6-32 SP
281Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connectionas per GS [ Make -Legrand ]63 A DP
282Supply & Fixing 240 V, 16 A, 3 pin Modular type plug socketwith 16A Modular type switch, without plug top as per GS
283S/Delivery 250 volt. 4 Ft. Long 20 WattLED Single luminaries complete with all accessories incl. S & F 20 watt LED tube (Philips /CG/JAQUAR).i) TMC 501 P 1 X T - LED
284Supplying & Fixing of Box type fan clamp of 150mm dia & 80mm depth made of 16 SWG CRCA as per GS
285Fixing only ceiling fan complete with blades, canopy, fork, rubber bush etc as per GS
286Supply & Fixing 240V, Modular Socket (2 Module) type fan regulator (Step type) (Brand approved by EIC) on existing Modular GI switch board as per GS
287Fixing only exhaust fan after making holes in wall as per GS (12\")
288Supply & Fixing louver shutter ( Aluminum)on wall with necy. bolts & nuts (6 mm dia x 62 mm long) as per GS(12\")
289Supply of ceiling fanscomplete with all accessories having the following Model / Cat No.( Make -Crompton Greaves/ )b.1400 mmSweep ( Aura Metallic )
290Supply of 250 V. 80W,1420RPM,12\"\"(30cm) sweep A.C. Exhaust fan incl. Aluminium louver shutter etc. (Make - E.P.C. heavy duty).(For Toilet)
291Excavation of soil for installation of Earth Electrode and filling & ramming as per GS For Soft Soil
292Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. Long With TATA-Medium GI pipe as per GS
293Connecting the equipments to earth busbar including S & F Solid GI (Hot Dip) wire of size as below as per GS4SWG
294Connecting the equipments to earth busbar including S & F Solid GI (Hot Dip) wire of size as below as per GS6 SWG
295Supply & fixingof Vinyl sheet after writing the letters as per direction of EICafter comprising the following:- a) Supply & deliveryof rectangular type structure with angle and flat iron structure covered all side except front side by 18SWG GI sheet of size(10’x4’x10\") width with necy. back opening hinged door with mechanical locking arrangement and ventilation louvers on both side incl. necy. flat iron support for installation of tube fittings inside with inter connection by S/F 2x1.5sq.mm PVC/A insulated & sheathed copper wireincl. S/F 8 nos 4’ long 40W Fl. Tube light fittings complete set (Philips make-havels) The facia to be made of Vinyl sheet with computerized inscription in blue base with white lettering b) Installation the same sign board in front of the buildingby making suitable muffing 2 fet height x18”x18” andwith neat cement stone etc.with two nos. 32x32x6mm MS angle iron bracket for support on the back side rigidly groutedor drilling hole for protection support by heavy type screw/nuts & cement net finishing etc and painting(Ref PO-5300519088)
296Connection by 3x1.5sq.mm Copper through poly pipe up to fittingsas per direction of EIC.
297Supply & fixing of 250 V. 250 W.Metal Halidelight fittings complete Set with Ballast, Ignitor, capacitor including 1 no. 250 w M.H lamp ( Philips Make Cat No . MRX051)
298Supply & erection of 80mm dia G.I pole of 1.5 mtr long in cc muffing of size 1’6”X1’6”X2’ on the roof and C.I loop Box 8”X6”X4” with 2 nos. porcelain chair & 1 no. 15A. kit Kat fuse to be fixed in loop box having hinged door with locking arrangement of the loop box be fixed on G.I pole with necy. Clamping arrangement.
299Supply & fixing of header assembly made with 100mm. dia G.I pipe pole of 1.00 mtr long at an angle of 110° with the vertical comp. withnuts & bolts incl. painting as per direction of E.I.C
300Supply & fixing GI waterproof type looping cable box size 200x150x100 mm deep having 4 mm thick comprising of one 250 V 15 A kit-kat fuse unit, one NL on porcelain insulator, one compression type brass cable gland for upto 2- core 16 sqmm PVC/A cable and having lined with rubber gasketted GI top cover with brass machine screws etc., earthing terminal with lug, on steel tubular pole near base, including S&F 40x6 mm thick, MS clamps with bolts, nuts etc. including painting with anticorrosive paint
301Erection of earthing complete of steel tubular poles
302Supply & fixing of medium gauge GI Pipe ( ISI-Medium) for protection with necessary fittings and jointing metarials for protection for road crossing & other cable protection as required
303Supply & Fixing of post top luminaries as gate lightining complete set with ballast, Ignitor, capacitor etc, Philips Cat no. SPC 101 with SON-I-70 W. E lamp and net guard.
304Supplyof 1.1 KV grade PVC cable 4C * 25 SQ-MM
305Layingof 1.1 KV grade PVC cable 4C * 25 SQ-MM
306Supplyof 1.1 KV grade PVC cable 2C * 6 SQ-MM
307Layingof 1.1 KV grade PVC cable 2C * 6 SQ-MM
308ELECTRICAL WORKS : LABOUR COST SUBSTATION: ERCTION OF GANTRY STRUCTURE WITH PREVISION FOR ISOLATOR & LA WITH FOUNDATION ALONG WITH SUPPLY OF ALL NUT & BOLTS AND LABASE PLATE 430X430X8 MM
309ERCTION OF ISOLATOR CUM LA SUPPORT STRUCTURE WITH SUPPLY OF ALL NUT & BOLTS AND LA WITH FOUNDATION BASE PLATE 430X430X8 MM
310ERECTION OF H/L BUS SUPPORT STRUCTURE WITH FOUNDATION & SUPPLY OF ALL NUT & BOLTS
311ERECTION OF L/L BUS SUPPORT STRUCTURE WITH FOUNDATION & SUPPLY OF ALL NUT & BOLTS
312ERECTION OF 14 POLE STRUCTURE WITH 9 MTRPCC POLE FOR 11 KV OUTGOING FEEDERS (L.S.)
313ERCTION OF C.T. STRUCTURE MATERIAL SUPPLIED BY AGENCY AS PER DRG NO PLN(D)/SS/57. (L.S)
314ERCTION OF P.T. STRUCTURE MATERIAL SUPPLIED BY AGENCY AS PER DRG NO PLN(D)/SS/57. (L.S)
315ERCTION OF CABLE SUPPORTING STRUCTURE SUPPLIED BY AGENCY AS PER DRG NO PLN(D)/SS/85. (L.S)(15% OF Material Price)
316ERECTION OF 33 KV , 400 A , CENTRE RORATING ISOLATORS H.L. WITH E.S. (15% OF Material Price)
317ERECTION OF 33 KV , 400 A , CENTRE RORATING ISOLATORS H.L. W/O E.S. (15% OF Material Price)
318ERECTION OF 33 KV , 400 A , CENTRE RORATING ISOLATORS L.L. W/O E.S. (15% OF Material Price)
319ERECTION OF 33 KV VCB, SCADA COMPATIBLE (6% OF Material Price)
320ERECTION & COMMISSIONING OF 33 KV C&R PANEL, SCADA COMPATIBLE FOR FEEDER CONTROL WITH DIRECTIONAL RELAY (5% OF Material Price)
321ERECTION & COMMISSIONING OF 33 KV C&R PANEL, SCADA COMPATIBLE FOR INDIVIDUAL CONTROL OF POWER TRANSFORMERS WITH DIFFERENTIAL RELAY (5% OF Material Price)
322ERECTION & COMMISSIONING OF 33 KV ,200-100/1-1-1A, CT (15% OF Material Price)
323ERECTION OF 33 KV , DUAL CORE ,DUAL RATIO, 400-200/1-1AMP C.T. FOR INCLUDING (15% OF Material Price)
324ERECTION & COMMISSIONINGOF 33KV PT (1PH, O/D TYPE) (15% OF Material Price)
325LAYING & JOINTING OF 1.1 KV 4C X 2.5 SQMM COPPER CONTROL CABLE WITH SUPPLY OF CABLE LUGS,GLANDS,TAPES,SOCKETS ETC. (15% OF Material Price)
326LAYING & JOINTING OF 1.1 KV 8C X 2.5 SQMM COPPER CONTROL CABLE WITH SUPPLY OF CABLE LUGS,GLANDS,TAPES,SOCKETS ETC. (15% OF Material Price)
327LAYING & JOINTING OF 1.1 KV 12C X 2.5 SQMM COPPER CONTROL CABLE WITH SUPPLY OF CABLE LUGS,GLANDS,TAPES,SOCKETS ETC. (15% OF Material Price)
328INSTALLATION & COMMISSIONING OF 30V, 100 AH BATTARY
329INSTALLATION & COMMISSIONING OF 30V,35 A AUTOMATIC FLOAT CUM BOOST BATTARY CHARGER
330ERECTION OF 42 KV CLASS GAPLESS LIGHTING ARRESTER (15% OF Material Price)
331LAYING OF 11 KV 3X300 SQMM XLPE CABLE
332LAYING OF 1.1 KV 50 SQMM 4 C PVC CABLE
333JOINTING OF O/D TYPE HEAT SHRINKABLE END TERMINATION JOINTING KIT FOR 11 KV 3X300 SQMM XLPE CABLE
334JOINTING OF I/D TYPE HEAT SHRINKABLE END TERMINATION JOINTING KIT FOR 11 KV 3X300 SQMM XLPE CABLE
335MAKING END TERMINATION JOINT INCLUDING SUPPLY OF CABLE LUGS,GLANDS,TAPES,SOCKETS ETC OF 1.1 KV 50 SQMM 4C PVC CABLE
336FIXING OF 12 KV GAPLESS LA (3 NOS=1 SET)
337INSTALLATION OF A.C. SWITCH BOARD (L.S.)
338INSTALLATION OF D.C. SWITCH BOARD (L.S.)
339ERECTION & COMMISSIONINGOF 11 KV 800A. 9 PANEL SHUNT TRIP SWITCHBOARD WITH VCB. SCADA COMPATIBLE (2IN+1BC+6OUT)
340INSTALLATION OF C.T. JUNCTION BOX (15% OF Material Price)
341INSTALLATION OF P.T. JUNCTION BOX (15% OF Material Price)
342INSTALLATION OF 100 KVA 33/0.4 KV STN SERVICE TRANSFORMER (L.S)
343ERECTION OF ACSR 200 SQ. MM (PANTHER) CONDUCTOR (3 WIRE) INCLUDING LAYING , HOISTING, JOINTING ETC.(L.S.)
344ERECTION OF ACSR 100 SQ. MM (DOG) CONDUCTOR (3 WIRE) INCLUDING LAYING, HOISTING , JOINTING ETC.
345FIXING OF 33 KV PIN INSULATOR WITH PIN
346FIXING OF 33 KV DISC INSULATOR (IE 3 NOS 11 KV 70 KN DISC)
347FIXING OF 11 KV PIN INSULATOR
348FIXING OF 11 KV DISC INSULATOR
349FIXING OF 11 KV TPGO ISOLETOR
350SWITCH YARD PAINTING (L.S.)
351ERECTION OF RAIL POLE FOR SHEILDING STRUCTURE
352INSTALLATION OF RTCC PANEL FOR 10 MVA, 33/11 KV POWER TRANSFORMER

AI Tender Summary

OUR REF NO 45570382
AUTHORITY Government Departments
TENDER VALUE 1.28 Crore
LAST DATE 11-11-2024
Authority
Authority Name West Bengal State Electricity Distribution Company Limited
Work Description Construction of New 33/11 KV Substation at Ambari-Falakata under Jalpaiguri Division, WBSEDCL including Construction of Control Room Building, Switchyard Equipment Erection, CR Panel, Laying of Power Cable, Laying of Control Cable, Electrical Wiring, Yard Lighting, Sanitary Plumbing, Internal Road, Approach Road, Land Development, Switchyard Fencing, Equipment Foundations, Cable Trenches, Bore Well and Other Allied Works excluding Earth-mat Installation
Basic Detail
Tender No ZM/SLG/e-Tender/2024-25/27 Dated 27.09.2024
Bidding Type Tender
Location
City ambari
State West Bengal
Key Dates
Publish Date 25 Oct 2024
Submission Date 11 Nov 2024
Open Date 30 Oct 2024
Finance
Tender Value 1.28 Crore
Tender Fee Ref. Documents
EMD 2.56 Lakhs
Exemption Not Available
Document List
3a81816e-67b0-4ff3-85f7-0e410875c280.html
BOQ_1678822.xls
Tendernotice_1.pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Oct 25, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 11, 2024
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Nov 11, 2024
18:00 IST

Corrigendum-2 Issued

Clarifications on tender conditions and amendments issued.

Completed
Nov 11, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Oct 30, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

3a81816e-67b0-4ff3-85f7-0e410875c280.html

xls

BOQ_1678822.xls

pdf

Tendernotice_1.pdf

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender

TenderDetail
Loading tenders