West Bengal State Marketing Board Tender
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West Bengal State Marketing Board - WBSMB Tender
Civil And Construction
Building Construction
Eprocure
Opening Date9 Aug 2024
Closing Date12 Sep 2024
Tender Amount₹ 2,88,90,903
Costs
EMD
₹ 5,77,818Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Development Of Marketing Infrastructure Towards Providing Facilities To The Wholesalers And Farmers For Wholesale Business Of Various Types Of Vegetables At Principal Market Yard, Balarampur, Dist-purulia.
Description
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Contact
Tender Id
2024_WBSMB_730718_1Bid Award Id
ViewTender No
WBSAMB / CEO / 28 / 2024 - 25Tender Authority
West Bengal State Marketing Board ViewPurchaser Address
-Website
http://wbtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
(a) Anti termite treatment to bottom surface ( in case of masonry foundation and basements) and the sides (upto a height of 300 mm. from bottom) of the excavation trenches with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. area. The work shall be carried out as per specification described in 6.2.1. of code IS 6313 (part -II) 1981. (Mode of measurment will be the plan area of foundation treated.)
500.94
46587
93
(c) Anti-termite treatment to the soil under floor with chemical emulsion by admixing chloropyrofos emulsifiable concentrate (1% concentration) with water by weight including drilling vertically 12mm. dia holes at the junction of floor and wall at 300mm. interval to reach the soil below using hand operated pressure pump to squirt chemical emulsion into the pump to squirt chemical emulsion into the holes at the rate of one litre per hole. The holes shall be sealed after operation to match with the existing floor. The entire work is to be carried out as per specification laid down in para 4.3.1.4 of code I.S.-6313 (Part-III)- 1981.
1361.5
126619
93
(A) Filling in foundation or plinth by fine sand/ 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)
610.2
349370
572.55
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
2145.52
570706
266
Cement concrete with graded stone ballast (40 mm size) excluding shuttering ground floor and foundation with Proportion(6:3:1) (B) With Pakur Variety stone metal.
293.22
1350282
4605
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). (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
3688.57
1324196
359
Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture] M 25 Grade (i) Pakur Variety
618.27
3740551
6050
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. II. ( JSW/JSPL/SHYAM/ SRMB/ BMASL/ ELECROSTEEL/SSL) (a) For works in foundation, basement and upto roof of ground floor/upto 4 m
63.2
3437132
54385
Brick work with ist class bricks in cement mortar (1:6) In foundation and Plinth.
95.4
400489
4198
Brick work with 1st class bricks in cement mortar (1:6) In Super Structure
112.81
498728
4421
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels 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 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. 3 mm. thick topping Using grey cement : (iii) 35 mm. thick
96
29376
306
Plaster (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. (1) With 1:6 cement mortar. (a) 15 mm thick plaster ( External) (i) Ground Floor
4510.14
599848
133
Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.
719.4
23740
33
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
10635.66
479668
45.1
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
10635.66
712589
67
M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including 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 all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section 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 hight 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. Ii) For roof truss works c) Span up to 12 Mtr
33.5
2422369
72316
a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand
papering etc.
1320.08
38282
29
(A) Painting with best quality synthetic enamel paint of approved make
and brand including smoothening surface by sand papering etc. including
using of approved putty etc. on the surface, if necessary : (ii) Two coats (with any shade except white)
1320.08
104286
79
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). (b) On steel or other metal surface : With super gloss (hi-gloss) -
1923.2
1723187
896
Supplying, Fitting Corrugated Zinc Alluminium alloy coloured sheet ridging fitted with necessary bolts, Screws, washers etc complete. (225 mm end lapping) (A) 300 mm lapping each way (a) with 0.60 mm sheet.
249.2
129584
520
Zinc Aluminium alloy Colour coated steel sheet vally gutter with perimeter not less than 750 mm with 225mm lap each way fitted & fixed with necessary bolts, nuts,screws, Etc complete. Vallygutter made of 0.63mm. Thick sheets (300mm in lapping)
300
186300
621
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. (ii) 20 mm dia bolt. (c) 600 mm long
320
89280
279
18 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 pigment matching 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]
900
902700
1003
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. and cutting trenches in any soil through masonry concrete structures etc. if necessary and mending good damages including jointing with jointing materials (Spun yarn, valamoid / bitumen / M. seal etc.) complete. For Rain water UPVC Pipes:
300
75300
251
Bend 87.5 degree- 110 mm dia.
60
9600
160
Shoe 87.5 degree- 110 mm dia.
60
6660
111
Supplying, 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 same 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.) 40 mm dia pipe
200
62200
311
80 mm
10
7950
795
50 mm
25
10075
403
Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.). (ii) 80 mm dia
4
22104
5526
Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.). (v) 40 mm dia.
16
26336
1646
Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.). (v) 50 mm dia.
1
2362
2362
Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer . (a) 500 litre capacity
2
5168
2584
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).(B) Socket, 40 mm dia
15
630
42
(C) Elbow, 40 mm dia
15
1035
69
(F) (i) Nipple (75 mm long)
15
510
34
(E) Tee, 40 mm
15
1485
99
Supply of 2 HP Solar Submersible Solar Pumping System consisting of 6nos. 335Wp (72 Cell) Polycrystalline SPV Module (Bikram Solar/Sova Solar Make), 1no 2 HP Submersible Pump suitable (KSB Make), suitable 3Phase Pump controller (auto), earthing materials, Cables & Wires and other necessary accessories as required for your Bore Well (drilling of bore well to be done seperately )at your site including installation.
1
368225
368225
Roads Works
-
-
-
Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
235.8
13086
55.5
Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40).
393
585404
1489.58
Water Bound Macadam Base Course Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of cifications for Road & Bridge Works of MoRT&H (5th evision). (iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) B. Manual Means
393
1170008
2977.12
Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks ( with concrete grade as specified as per Table 1 of IS 15658:2006) manufactured in steel mould clumped to a vibrating table by hydraulic pressure (as per cl. No. 6.30 of IRC:SP:63 (2018), from BIS licensee manufacturer, with spacer nib (Small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per CL NO. 3.26 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 2 of IS:15658 with flexural strength / breaking load as epr 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 6.5.1 of IRC SP-63) and filling up the gaps in between paver blocks with joint filing sand (the grading of the joint filling sand will be as per Clause 6.5.2 of IRC SP63) and completing the edges with cut blocks as per CL. 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. 80 mm thick. Grey
1572
1755924
1117
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
265.28
27588
104
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
353.7
8488
24
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.(b) Where staging is not required.
1179
252306
214
Deep Tube Well ( 1 nos)
-
-
-
Labour for boring through any type of soil for sinking Tube - Well of required dia with top enlargement by rig boaring system (either by reserve circulation or by direct rotary method) including hire charges and labour for rig machine, tools and plants stagging, force pumping set and making arrangements for water required for boring etc. complete and lowring of pipes, strainer, blind pipes etc. complete. For depth up to 250 M. for 100 mm. dia tube well with top enlargement of 200 mm. dia. (up to 50 M.) for first 50 Mtr.
50
50700
1014
for next 50 Mtr.
50
44150
883
for next 50 Mtr.
50
52750
1055
for rest 100 Mtr.
150
163650
1091
Supplying, fitting and fixing PVC pipes for underground work of approved make (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 metrebelow surfacein all sorts of soil and refilling the same 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.) a) 100 mm internal dia
50
58100
1162
Supply of High Density Poly-ethylene Pipe conforming to IS-4984-1985(dia) 6Kg./Sq.Cm.(working pressure) 50mm. Dia.
50
5500
110
Supplying, Fitting & Fixing Steel cutter Piece upto 450mm long with sockets.(iii) 75 mm dia.
1
403
403
Washing and developing Tube - Well with air compressor pump and engine for 8 ( eight) hours continious pumping per ay with necessary arrangement 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 complete in all respect. for Tube - Well of 100 mm. dia. With top enlargement 200mm. Dia. To have yield of 6000 gallons per hour. For 3 (Three day's)
3
22614
7538
Supplying, fitting and fixing G.I. cap at top. (iii) 200 mm.
1
563
563
Providing 200 mm centre guide. i) With Clamp .
3
384
128
Packing 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.
5
2085
417
Collecting 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.
1
1231
1231
Geophysical Investigation of the aquifer by electro logging system with tools & plants as necessary including supply of necessary report.
1
8247
8247
Labour for making arrangement for showing verticality test including the cost for hire charges of tools and plants, scafolding, labour etc. all complete.
1
916
916
Add G.S.T. 18 %
1
4363452
4363452.33
Add Labour Welfare Cess 1 %
1
286048
286048.54
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