West Bengal State Electricity Distribution Company Limited Tender
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West Bengal State Electricity Distribution Company Limited - WBSEDCL Tender
Eprocure
Opening Date17 Feb 2020
Closing Date23 Mar 2020
Tender Amount₹ 14,36,542
Costs
EMD
₹ 28,731Document Cost
₹ 1,711Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_WBSED_272724_1Bid Award Id
ViewTender No
WBSEDCL/EMD/19-20/e-tender/17Tender Authority
West Bengal State Electricity Distribution Company Limited ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
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In Ground Floor
-
-
-
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20 mm thick plaster
555
-
184.8
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15 mm thick plaster
130
-
160.65
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10 mm thick plaster
50
-
130.2
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In First Floor
-
-
-
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20 mm thick plaster
355
-
189
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15 mm thick plaster
5
-
164.85
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10 mm thick plaster
5
-
134.4
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In Second Floor
-
-
-
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20 mm thick plaster
20
-
193.2
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15 mm thick plaster
5
-
169.05
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10 mm thick plaster
2
-
138.6
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Scraping of moss, blisters etc.thoroughly from exterior surface of walls necessitating the use of scraper, wire brush etc.(Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge).
100
-
7.35
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Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick).
1130
-
128.1
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Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.
-
-
-
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In ground floor including roof.
3
-
469.35
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In First Floor including roof.
1
-
521.85
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In Second Floor including roof.
0.5
-
574.35
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Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. Upto 150mm thick.
-
-
-
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In ground floor including roof.
0.2
-
985.95
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In First Floor including roof.
0.2
-
1038.45
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In Second Floor including roof.
0.2
-
1090.95
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Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.
-
-
-
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In ground floor including roof.
0.5
-
2053.8
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In First Floor including roof.
0.2
-
2106.3
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In Second Floor including roof.
0.2
-
2158.8
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Ordinary 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. Pakur Variety.
-
-
-
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In ground floor including roof.
4.5
-
6366.13
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In First Floor including roof.
0.2
-
6465.88
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In Second Floor including roof.
0.2
-
6565.63
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Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works. 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
-
-
-
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In Ground Floor
20
-
340.2
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In First Floor
5
-
359.1
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In Second Floor
2
-
378
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Earth 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. Depth of excavation not exceeding 1,500 mm.
10
-
125.23
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Earth 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). With earth obtained from excavation of foundation.
2
-
81.42
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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
40
-
365.4
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Brick work with 1st class bricks in cement mortar (1:4)
-
-
-
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In foundation and plinth
15
-
5739.3
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In superstructure, ground floor
2
-
5973.45
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In First Floor
0.5
-
6090
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In Second Floor
0.5
-
6206.55
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125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor including roof.
15
-
747.6
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Ordinary 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. Pakur variety.
5
-
5759.9
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. For works in foundation and upto roof of ground floor/upto 4 m. Tor steel/Mild Steel. Other than
SAIL/ TATA/RINL.
0.2
-
71455.65
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Cement washing including cleaning and smoothening surface thoroughly (cement to be used @15 kg./100 sq.m. of surface for one coat and @25 kg./100 sq.m of surface for two coats): One coat
1130
-
9.6075
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Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. One Coat
-
-
-
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In Ground Floor.
700
-
32.97
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In First Floor.
400
-
33.73
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In Second Floor.
30
-
34.48
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Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. Super Protective 100% Acrylic Emulsion. Two Coat.
-
-
-
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In Ground Floor.
700
-
101.85
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In First Floor.
400
-
102.61
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In Second Floor.
30
-
103.37
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Colour washing with any shade with Stainers, as required including cleaning and smoothening surface thoroughly : Internal surface (All floors). Two coats. Yellow, pink.
-
-
-
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Yellow, pink.
120
-
21.64
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Other than yellow, pink.
49.9
-
21.48
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Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
145
-
30.45
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Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
90
-
39.9
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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 : With super gloss (hi-gloss) -
-
-
-
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On timber or plastered surface :
-
-
-
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Two coats (with any shade except white)
90
-
85.05
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On steel or other metal surface :
-
-
-
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Two coats (with any shade except white)
145
-
82.95
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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
130
-
35.7
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Supplying, 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. UPVC Pipes:
-
-
-
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UPVC Pipes:
-
-
-
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110 mm. Dia.
20
-
263.55
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UPVC Fittings:
-
-
-
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Shoe
-
-
-
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110 mm. Dia.
6
-
116.55
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Bend 87.5 degree
-
-
-
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110 mm. Dia.
6
-
180.6
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Dismantling carefully terraced floor only (including floor finish if any) or lime terracing in ground floor roof and removing rubbish as directed within a lead of 75 m.
6
-
775.95
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Cutting chase upto 125 x 150 mm. and subsequent mending of damages. In brick wall [Cement-3.6 Kg/Mtr].
50
-
92.4
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Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge
8
-
174.3
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Labour for taking out door and window frame including shutter for repair or replacement of different parts of the frame & refixing the same including mending good all damaes complete. (Concrete and brick work for mending damage will be paid separately) Upto area 2.5 Sq.m
10
-
124.95
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Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals). Sal: Local (In Ground Floor).
0.1
-
76601.7
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Panel 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. 35mm thick shutters with 19mm thick panel of size 30 to 45 cm. Other Local Wood.
3
-
1681.05
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Supplying, 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). 40mm X 6mm, 125mm Length.
12
-
21
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Supplying 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). 3 mm thick (weighing 7.4 kg/Sq.m)
3
-
500.85
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Anodised aluminium decorative handle (hexagonal / fluted) of approed quality fitted and fixed complete. 150mm plate x 10mm dia rod x 12mm hexagonal/ fluted.
4
-
91.35
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Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer's specified rate) for concrete of various
grades
8.73
-
124.95
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Supplying, 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). In Roof:- With 0.5 mm thick sheet.
350
-
940.8
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Labour for curving C.I. or G.C.I. sheet for curved roof etc. (Payment to be made on area of finished works done with the curved sheets.)
20
-
25.2
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Galvanised iron sheet eaves gutter fitted and fixed with
necessary 50 mm X 6 mm M.S flat bar clamps bent to design, bolts, nuts, washers etc. complete. Eaves gutter made of 0.63 mm. sheets.(300mm End lapping). 300 mm. wide gutter.
60
-
422.1
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Galvanised iron sheets valley gutter with perimeter not less than 750 mm with 225 mm lap each way fitted and fixed with necessary bolts, nuts, screws, etc.complete. Valley gutter made of 0.63 mm. thick sheets. (300mm End lapping).
10
-
570.15
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M.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. For trusses spanning up to 12.00 m beyond the initial 8 m. or part thereof.
2.25
-
62441.4
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