West Bengal State Electricity Distribution Company Limited Tender
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West Bengal State Electricity Distribution Company Limited - WBSEDCL Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date17 Oct 2022
Closing Date21 Nov 2022
Tender AmountRefer Documents
Costs
EMD
₹ 2,50,478Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Civil Works At Baidyapur Substation
Description
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Contact
Tender Id
2022_WBSED_412203_1Bid Award Id
ViewTender No
ZM/BDN/CIVIL/eTender/22-23/15 dt 27.09.22Tender Authority
West Bengal State Electricity Distribution Company Limited ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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BOQ Items
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b)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) i)With earth obtained from exavation of foundation.
1150
-
78.32
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Earth 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)(i) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth.
1000
-
383.62
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(ii) With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5 km. including the cost of carried earth.
500
-
423.78
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Single brick flat soling or picked jhama bricks including ramming and dressing bed to proper leveling and filling joint with power earth or local sand including cost of sand or earth.
900
-
327.24
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Cement concrete with graded stone ballast (40mm. size) cxcluding shuttering.1:3:6 proportion) Pakur variety
90
-
4878.3
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Brick work with 1st class bricks in cement mortar (1:6).a) In foundation & Plinth
17
-
4860.12
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b) In superstructure Gr. Floor
3
-
5085.35
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125 mm Thick brick work with 1st class bricks in cement mortar (1:4) in ground floor using approved H.B. netting in every third layer.
10
-
712.05
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75 mm Thick brick work with 1st class bricks in cement mortar (1:4) in ground floor using approved H.B. netting in every alternate layer.
5
-
464.6
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Hire and labour charges for shuttering with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). (When the height of a particular floor is more than 4 m. the equivalent floor ht. shall be taken as 4 m. and extra for works beyond the initial 4 m. ht. shall be allowed under 12(e) for every 4 m. or part thereof.) (Mode of measurement : Area in plan X mean height of staging upto soffit of shuttering above initial 4 m.)a) 25mm. to 30mm. thick wooden shuttering.
600
-
331.28
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c) 25mm. to 30mm. shuttering without staging in foundation.
850
-
207.05
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d) Steel shuttering or 9 mm to 30 mm thick approved quality plyboard shuttering in any concrete.
3400
-
366.63
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(a)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.
505
-
5456.98
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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
15
-
4886.97
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Reinforcement for reinforced concrete in all sorts of structures work including distribution bars. Stirrups binders etc. initial straightening and removal of loose rust cutting to requisite length, hooking & bending to correct shape, placing in proper position and binding with 1.6 gauge black annealed wire at every intersection, complete as per drawing and direction.Tor steel / Mild steel. SAIL/ TATA/RINLa)For works in foundation, basement and upto roof of ground floor up to 4 m.
51
-
61037.33
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Labour for chipping of concrete surface before taking up plastering work.
400
-
21.21
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Plaster ( to wall, floor, ceiling etc.) with sans and cement mortar including rounding off or chamfering corners as directed and racking out joints including throating, nosing and drip course, scaffolding/ staging where necessary.i) With 1:6 cement mortar :a) 15mm. thick ( Gr. Floor)
1700
-
137.36
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c) 20mm. thick ( Gr. Floor)
1400
-
156.55
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ii) With 1:4 cement mortar :a) 10mm. thick ( Gr. Floor) for ceiling bottom of chujja, beam etc.
200
-
124.23
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Artificial stone in floor, dado, straicase etc. with cement concrete (1:2:4) with stone chips laid in panel as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m. All complete including all materials and labour in ground floor.3mm. thick topping using grey cement. 35 mm
15
-
326.23
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Neat cement punning about 1.5 mm. in wall dado window sills drain etc.
200
-
34.34
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M.S. or W.I. ornamental grill of approved design, joint continuously welded with M.S W.I flat sand bars for windows railing etc. fitted and fixed with necessary screws and hugs in ground floor. Grill weighing above 10kg/m2 and upto 16kg/m2
6
-
9986.88
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Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality, including smoothening surface by sand papering etc
200
-
29.29
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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. a) On steel or other metal surface with super gloss (hi-gloss) 2 coats (with any shade except white)
200
-
79.79
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Cement washing including cleaning and smoothening surface thoroughly external surface one coat.
1025
-
9.24
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M.S. works in cable trench cover slab chequared plate clamps cleats, brackets etc. made from fats, angles, channels, tees, chaquered plates 6 mm. thick etc. including necessary cutting to size fabricating drilling of holes, forging welding revetting tightening with bolts and nuts with necessary washer including erection, fitting and fixing in position with all labour and materials, complete as per drawing and direction.
106
-
9603.66
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Supplying, fitting and fixing 1st quality ceramic tiles in walls and floors to match with the existing work and 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) Wall with sand cement mortar (1:4) 20 20mm thick 2 mm thick cement slurry at back side of tiles using cement @ 2.91 kg/sqm & joint filling using white cement slurry @ .20 kg/sqm area of each tile upto 0.09 sqm coloured decorative
20
-
747.4
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Anti – termite treatment to bottom surface (in case of masonry foundation and basement) and the sides (upto height of 300mm from bottom) of the excavation trenches with chemical emulision by admixing chloropyrofos emulsiflable concentrates (1% concentration) with water by weight at the rate of 5 litres per Sqm area . the work shall be carried out as per specification described in 6.2.1 of code IS-6313 (part-ii) 1981 (mode of measurement will be the plan area of foundation treated)
1
-
93.93
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Anti – termite treatment to the top surface of the consolidated earth within plinth walls with chemical cmulsion by admixing chloropyfos emulsifiable concentrate (1% concentrate) with water by weight at the rate of 5 litres per Sqm 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 di mild steel rod on the surface to facilitate saturation of the soil carried out as per specification described in para 6.4 of code IS-6313(part-ii) 1981. ( mode of measurement will be per Sq.m. of plan area of plinth treated)
1
-
111.1
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Anti – termite treatment to the back filling of R.C.C. foundation with chemical emulsion by admixing chloropyfos emulsifiable concentrate (1% concentrate) with water by weight at the rate of7.5 lit per sq.m of the vertical surface of the substructure of earth side of the foundation. the work shall be carried out as per specification as described in para 6.3.1 of code IS-6313 (part-ii.. as per specification as described in para 6.3.1 of code I.S. 6313 (part –II) 1981.(mode of measurement will be per sq.m. of vertical area of foundation treated)
1
-
138.37
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Protective and decorative acrylic exterior emulsion paint of approved quality as per manufacturer`s specification and as per direction of EIC to be applied over acrylic primer as required. the rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer (G.Fl 2 coats) normal acrylic emulsionprimer 100% acrylic exterior emulsion paint of approved quality as per manufacturer’s specification.i)In ground floor
2750
-
84.84
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Applying 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 preparation the surface thoroughly complete as per manufacturer`s specification and as per direction of the EIC. G.Fl.
2750
-
31.71
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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).
25
-
123.22
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Supplying, fitting and fixing Marble Slab/tile of 15 to 18 mm thickness in floor, lobby, stair, landing & treads etc. over 20 mm (av.) thck base of Cement mortar (1:2) laid with white cement slurry @ 4.4 kg/Sq.m before placing marble & jointed with white cement slurry @ 2.0 kg/Sq.m with necessary pigments including grinding and Granite polishing as per direction of Engineering -in -Charge in Ground Floor. {White cement and Pigment to be supplied by the Agency](iii) Area of each Slab/tile exceeding 0.60 sq.m but not exceeding 1.00 sq.m.
2
-
1924.05
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Supplying& laying 20 mm designer chequered tiles of any shade and of approved quality as per IS: 1237: 1980 laid in patterns as directed in pavement, footpath including necessary underlay 25 mm thick average cement mortar (1:3) complete in all respect with all labour and materials [using cement slurry @ 4.4 kg/Sq.m at back side of tiles. Cement of mortar & slurry will be supplied by the Department. Border concrete if necessary to be paid separately].
105
-
822.14
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Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
3400
-
24.24
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Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. [Border concrete if necessary to be paid separately]. Note: Sub-grade CBR should not be less than 5 (a) 50 mm thick interlocking designer concrete paver block M30 grade for non-traffic zone,buiding premises,garden,parks,domestic drive as per IS: 156582006(over 20-30 mm medium sand bed on 200mm thk bound gnaular /granular base course including cost of sand for sand bed but excluding cost of base course & subgrade preparation.) (ii) Coloured Decorative
20
-
1144.33
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Supplying galvanised straining bolts (with eye at one end with double nuts and washers) fitted and fixed complete. 12 mm. dia. 250mm long
595
-
74.74
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Supplying galvanised staples fitted and fixed complete. 44 mm. to 50 mm. size
1590
-
3.55
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Supplying, fitting galvanised 3 ply 12 gauge / 4 points line of barbed wire in fencing (holes already made in the body of the post) or fixed by staples tightening and fixing the wires in taut condition with straining bolts including the cost of cutting and of lapping joints in the wire as necessary but excluding the cost of galvanised staples,straining bolt and binding wire where necessary.
4590
-
27.96
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M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge. Including fitting, fixing bottom roller in position.
13.5
-
7641.66
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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. (a) In ground floor including roof.
4
-
451.47
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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. In groung floor including roof. (a) upto 150 mm. thick .
4
-
948.39
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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. (a) In ground floor including roof.
4
-
1975.56
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Supplying, 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) For Concealed Work 25 mm dia. medium quality
10
-
367.64
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Cleaning compound premises of shrubs,plants,jungles etc by cutting and removing as directed(specific permission of Engineer-in-Charge prior to execution will be necessary)(payment to be made on area cleared)
3600
-
11.11
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Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge).(a) Depth upto 1.5 m. .
15
-
379.76
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(b) For additional depth beyond 1.5 m. and upto 3.00 m
7
-
433.29
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200 mm. thick Brick work with Fly Ash Bricks set in cement sand mortar (1:6) including raking out joints, curing, scaffolding etc. complete in all respect. (a) In ground floor
7
-
4629.84
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100 mm. thick brick work with Fly Ash Bricks set in cement sand mortar (1:4) including raking out joints, curing, scaffolding etc. complete in all respect. In ground floor
850
-
532.27
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Supplying stacking & spreading of approval quality Crushed stone at site of 26.5 mm size completely free from weathered and dead materials (from Pakur variety stone aggregates as specified ) as per direction of Engg in charge including watering ,levelling, dressing, complete in all respect.
70
-
1804.37
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