West Bengal State Marketing Board Tender
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West Bengal State Marketing Board - WBSMB Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date30 Oct 2024
Closing Date16 Nov 2024
Tender AmountRefer Documents
Costs
EMD
₹ 37,000Document Cost
₹ 3,000Tender Fee
Refer Documents
Summary
Udzrm/secy/ 29/2024-25
Description
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Contact
Tender Id
2024_WBSMB_766264_1Tender No
UDZRM/SECY/ 29/2024-25Tender Authority
West Bengal State Marketing Board ViewPurchaser Address
-Website
http://wbtenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
87.68
-
-
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety]
(a) 1:3:6 proportion
5.79
-
-
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) (a) With earth obtained from excavation of foundation.
12.52
-
-
Filling in foundation or plinth fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
27.4
-
-
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. (i) Pakur Variety
24.82
-
-
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, 1st floor as per relevant IS codes. (i) Pakur Variety
9.25
-
-
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in 2nd floor as per relevant IS codes. (i) Pakur Variety
18.5
-
-
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in 2nd floor as per relevant IS codes. (i) Pakur Variety
0.9
-
-
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. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel
I. SAIL/TATA /RINL
1.53
-
-
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. (a) For works in foundation, basement and upto roof of 1ST floor/upto 4 m (i) Tor steel/Mild Steel
I. SAIL/TATA /RINL
1.04
-
-
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. (a) For works in foundation, basement and upto roof of 2nd floor/upto 4 m (i) Tor steel/Mild Steel
I. SAIL/TATA /RINL
2.74
-
-
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. (a) For works in foundation, basement and upto roof of 2nd floor/upto 4 m (i) Tor steel/Mild Steel
I. SAIL/TATA /RINL
0.1
-
-
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 (upto roof of ground floor) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work
90.86
-
-
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 (upto roof of 1st floor) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work
84.29
-
-
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 (upto roof of 2nd floor) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work
136.22
-
-
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 (upto roof of 2nd floor) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work
14.4
-
-
(f) 25 mm to 30 mm shuttering without staging in foundation
61.18
-
-
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(ii) With 1:4 cement mortar (c) 10 mm thick plaster
107.08
-
-
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (1st floor).[Excluding cost of chipping over concrete surface]
(ii) With 1:4 cement mortar (c) 10 mm thick plaster
100.51
-
-
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (2nd floor).[Excluding cost of chipping over concrete surface]
(ii) With 1:4 cement mortar (c) 10 mm thick plaster
152.44
-
-
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (3rdfloor).[Excluding cost of chipping over concrete surface]
(ii) With 1:4 cement mortar (c) 10 mm thick plaster
68.23
-
-
Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed. (i) 16 mm dia bolt
(b) 300 mm long
24
-
-
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). (i) In Roof:- a) With 0.5 mm thick sheet
43.89
-
-
Galvanised or painted wind-tie made of M.S. flats, fitted and fixed complete including cost of necessary fittings.
(b) Made with 50 mm. X 6 mm. flats
21
-
-
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. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof.
iii) for trusses spanning above 20.00 m and up to 30 .00m
0.5
-
-
Labour for Chipping of concrete surface before taking up
Plastering work. (Ground Floor)
107.08
-
-
Labour for Chipping of concrete surface before taking up
Plastering work. (1st Floor)
100.51
-
-
Labour for Chipping of concrete surface before taking up
Plastering work. (2nd Floor)
152.44
-
-
Labour for Chipping of concrete surface before taking up
Plastering work. (3rd Floor)
14.4
-
-
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in 3rd floor including roof
24.66
-
-
Brick work with 1st class bricks in cement mortar (1:4) (b) In superstructure, 3rd floor
2.25
-
-
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): External surface (Ground floor) (b) Two coats (on new works only).
107.08
-
-
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): External surface (1st floor) (b) Two coats (on new works only).
100.51
-
-
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): External surface (2nd floor) (b) Two coats (on new works only).
152.44
-
-
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): External surface (3rd floor) (b) Two coats (on new works only).
68.23
-
-
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. In Ground Floor:
(b) Two Coats
107.08
-
-
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. In 1st Floor:
(b) Two Coats
100.51
-
-
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. In 2nd Floor:
(b) Two Coats
152.44
-
-
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. In 3rd Floor:
(b) Two Coats
68.23
-
-
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. In Ground floor (Two Coat)
a) Normal Acrylic Emulsion
107.08
-
-
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. In 1st floor (Two Coat)
a) Normal Acrylic Emulsion
100.51
-
-
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. In 2nd floor (Two Coat)
a) Normal Acrylic Emulsion
152.44
-
-
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. In 3rd floor (Two Coat)
a) Normal Acrylic Emulsion
68.23
-
-
Supplying, 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.)
(a) With 1200 mm.dia. well
24.6
-
-
Supplying high density polythene strainer of approved make with adapter conforming to I.S. specifications.
(ii) 50 mm dia.
24.4
-
-
Supply 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 (Dia)
50 mm
48.8
-
-
Supply 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 (Dia)
50 mm
39.65
-
-
Supply of G. I. pipes of TATA make including necessary sockets
(i) 100 mm dia.
(i) Medium quality
42.7
-
-
(a) Original Works
Labour 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 plants as 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.
(d) For depth upto 150 metre for 50 mm dia. tube well with top enlargement of 100 mm dia.
(i) 50 mm dia. boring etc.
73.2
-
-
(a) Original Works
Labour 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 plants as 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.
(d) For depth upto 150 metre for 50 mm dia. tube well with top enlargement of 100 mm dia.
(ii) 100 mm dia. boring etc. top enlargement
42.7
-
-
Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets.
(ii) 50 mm dia.
1
-
-
Supplying, fitting and fixing heavy type bell mouth reducing socket.
(i) 50 mm X 100 mm
1
-
-
Supply and fitting fixing with 50 mm hosting of 2 HP 16 Stage Submersibel Pump with Electrical Control Pennel, 2 nos. stainless nipel with nut bolt, 1 no round flang for 100 mm dia pipe,M.S Clamp with necessary nut bolt nylon wire etc Complete.
1
-
-
Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).
(vi) 50 mm dia
1
-
-
Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)
(a) For Exposed Work
PVC Pipes
50 mm
95
-
-
Supplying,fitting and fixing check valve (horizontal) G.M. tested to 21 kg per sq. cm.
(iv) 50 mm
1
-
-
Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer
(f) 3000 litre capacity
6
-
-
Labour for lowering plastic water storage tank and stacking in places as directed
(ii) Above 1500 litre upto 5000 litre capacity
(a) From 1st story to G.L.
3rd Floor
6
-
-
Labour for punching hole in plastic water storage tank upto 50 mm dia.
12
-
-
Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992
(A) (i) Single Socketed 3 Meter Length
(b) 110 mm
61
-
-
Supply & Fixing 240 V, 25 A, 3 pin Modular type plug socket (Brand approved by EIC), without plug top and switch, on existing GI Modular type switch board with top cover plate and making necy. connections with PVC Cu wire and earth
60
-
-
Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as
2
-
-
Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection
Make- Legrand/ Havells/ L&T
sp-63A
1
-
-
Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection
Make- Legrand/ Havells/ L&T
sp-63A
1
-
-
Supply & Fixing 4 Core 10 Sqm Aromowerd Cabel
50
-
-
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