West Bengal State Marketing Board Tender

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West Bengal State Marketing Board - WBSMB Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date25 Mar 2025
Closing Soon5 May 2025
Tender Amount₹ 83,28,978 
Notes
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Costs

Description

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BOQ Items

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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) (a) With earth obtained from excavation of foundation.

88.93

77

6895.79

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Filling in foundation and plinth by silver sand in layers not exceeding 150 mm as directed and consolidating same by through saturation with water ramming complete, including the cost of supply of sand.(Payment to be made on measurement of finished quantity)

193.04

936

180725.98

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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.

435.76

361

157309.36

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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 trenches.

435.76

24

10458.24

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Cement concrete with graded stone ballast (40 mm size) excluding shuttering In ground floor (A) Pakur Variety (a) 1:3:6 Proportion

52.6

5249

276097.4

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Controlled Cement concrete with well graded stone chips (20 mm graded 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

122.56

6485

794801.6

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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 (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work (upto roof of ground floor)

942.84

369

347907.96

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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. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel. ( JSW/JSPL/SHYAM/ SRMB/ BMASL/ ELECROSTEEL/SSL)

14.43

54532

787005.82

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Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth

78.44

5368

421065.92

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Brick work with 1st class bricks in cement mortar (1:6)(b) In superstructure, ground floor

13.12

5591

73353.92

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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

1000

328

328000

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Supplying dividing strip fitted and fixed with cement mortar (1:3) in mosaic or patent stone floor, dado etc. complete as per direction of the Engineer-in-charge. (i) Glass - 3mm. Thick (b) 25 mm. wide strip

480

17

8160

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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] (2) With 1:6 Cement morter (a) 15 mm thick plaster ( External) (i) Ground Floor

816.92

149

121721.08

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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] (2) With 1:6 Cement morter (a) 20 mm thick plaster (i) Ground Floor

77.2

172

13278.4

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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.

251.04

33

8284.32

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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.

816.92

45

36843.09

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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.

816.92

67

54733.64

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Supplying,Fitting & Fixing UPVC pipes A- Type and fittings confirming to IS : 13592 - 1992 with all necessary clamps nails,including making holes in wall, Floor etc. cutting trenches in any soil through masonry concrete structures etc. if necessary and mending good damags including joining with jointing materials (Spun Yarn,Valamoid/Bitumen/M-Seal etc.)Complete.

220

251

55220

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( C ) Bend 87.5 degree . (ii) 110 mm dia

24

140

3360

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(d) Shoe (ii) 110 mm dia

24

111

2664

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M.S. structural works with hollow sections ( square or rectangular shape) conforming to IS: 806-1957 & IS:1161-1958) 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: 816-1956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 1957, 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.i) For trusses spanning up to 12.00 m

12.45

72316

900189.57

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(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.

160

29

4640

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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 : (b) On steel or other metal surface, With super gloss (hi-gloss) -:(iv) Two coats

160

79

12640

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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).

335.36

787

263928.32

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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 0.71 mm sheet

52.4

520

27248

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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)

100

621

62100

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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

192

279

53568

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Internal ICBP Road

-

-

-

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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).

47.25

55

2622.38

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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).

78.75

2131

167816.25

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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 Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) B. Manual Means

78.75

2883

227036.25

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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

315

1229

387135

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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.

63.79

104

6634.16

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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

94.5

24

2268

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(i) Cement concrete with graded stone ballast (40 mm. size) excluding shuttering. In ground floor.(A) [ Pakur Varity ] (a) 1:3:6 proportion

7.09

5249

37215.41

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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. (i) Pakur Variety

37.8

5944

224691.89

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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.

420

214

89880

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Internal Drain

-

-

-

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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. (a) Depth of excavation not exceeding 1,500 mm.

66

119

7871.82

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Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

66

361

23826

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(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety] (a) 1:3:6 proportion

6.6

5249

34643.4

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Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth

28.13

5368

151001.84

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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or rougening of concrete surface, including throating, nosing and drip course where necessary (all floor) . (i) With 1:6 cement mortar (b) 20 mm thick plaster

165

172

28380

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Neat cement punning about 1.5 mm. in wall dado, window, sills, floor, drain, etc.

135

33

4455

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Electrical works

-

-

-

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Supply & Fixing 240 V, 3 nos. 6A, & 1 no. 20A plug socket with separate 3 nos. 6 A & 1 no. 20A Piano key type switch, indicator & 20A switch type SP MCB (Brand approved by EIC) on sheet metal switch board embedded in wall incl. S & F 240x200x65mm MS (16SWG) switch board and bakelite/perspex top cover of 3mm thick by Brass screws after making housing for switch by cutting bakelite/perspex cover and making necessary connections as required

32

752

24064

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Distribution wiring in 1.1 KV single core stranded 'FR' PVC insulated & unsheathed copper wire (Brand approved by EIC) in 20mm size PVC rigid conduit 'FR' (Precision make) incl. necy. fittings as required

-

-

-

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2 x 36/0.3 (2.5 sqmm) + 1 x 22/0.3 (1.5 sqmm) ECC

640

119

76160

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2 x 56/0.3 (4 sqmm) + 1 x 36/0.3 (2.5 sqmm) ECC

240

149

35760

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Supplying and fixing 32A , 240V DP with fuse on L&N Sheet steel Main Switches on flat iron frame on wall

6

1277

7662

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Supplying & fixing 2 Bars 240 V, 63 A sheet metal (16 SWG) Iron Clad Busbar chambers on angle iron frame on wall, incl. earthing attachment and painting as required – ( As per Drawing no. 470 of PWD Specification Book – May 1991) Dimension of Al. bars [85mm long] 2 x 20x5mm, Dimension of Sheet Metal Box 300x150mm

4

1682

6728

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Distribution wiring in 2 x 22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire (Brand approved by EIC) in 20mm size PVC rigid conduit 'FR' (Precision make), with 1x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire for ECC, to light/fan/call bell points with Piano Key type switch fixed on MS CRC sheet metal (16 SWG) switch board cum JB on wall complete with 2 no. suitable size “Ph & N” copper bar incl. bakelite/Perspex (wall matching color) top cover 3 mm thick and incl. 175mmx100mmx65mm inspection box, making earthing attachment, painting the MS box and mending good the damages to original finish. Average run 12 mtr

16

1165

18640

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Distribution wiring in 1.1 KV grade 22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire (Brand approved by EIC) in 20mm size PVC rigid conduit 'FR' (Precision make), with 1.1 KV grade 1 x 22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire as ECC, to 5A 3 pin flush type plug socket & Piano Key type switch fixed on MS CRC sheet metal (16 SWG) switch board cum JB on wall incl. bakelite/Perspex (wall matching color) top cover 3 mm thick and incl. painting the MS box and mending good the damages to original finish. On Board

8

67

536

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Supplying and fixing double-door SPN MCB Distribution Board with IP-42/43 protection, concealed in wall after cutting the wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment. 2+6 way

8

1202

9616

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Supplying and fixing 240 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection . 40 Amp

8

814

6512

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Supplying and fixing 6-32 A 240 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection

48

160

7680

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Fixing only Floodlight Fitting with suitable tie clamps and MS plate for mounting on Pole/Tower or similar structure.

16

543

8688

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Supply of 35 Watt PHOTON ULTRA PLUS High efficacy wellglass which consumes lesser energy and maintains high lighting levels. Luminaire efficacy of 140Lm/Watt to reduce quantity/wattage thereby reducing operational cost. Ingress protection of IP66. Available in Clear PC. Model No.CIP-311-35-57-HL4-CP-NSG

16

4538

72608

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Supplying of one no 2 core 10 sqmm 1.1 KV Grade Alluminiuam armoured cable.

200

163

32600

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Laying of one No. 2 core 10 sqmm in underground trench 460 mm wide x 760 mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per metre, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface duly rammed

100

162

16200

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Fixing of Cable along the lenth of O.H. pole incl. S & F MS pole clamps fabricated from 25 mm x 6 mm MS flat incl. painting

100

67

6700

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Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry of XLPE/PVC armoured cables as below. For 2 core upto 10 sqmm

16

115

1840

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Finishing the end of following XLPE/PVC armoured cables by crimping method incl. supplying and fixing solderless socket (Dowels make), tapes, anticorrosive paste & jointing materials. 2 core 10 sqmm cable

196

34

6664

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Finishing of the PVC insulated wire ends by socketting with pin/ ring type copper sockets and insulated tapes etc., including supplying sockets, tapes.

-

-

-

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2.5sqmm

120

6

720

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4 sqmm

40

7

280

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Earthig arangement

-

-

-

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Excavation of soil for installation of Earth Electrode and filling & ramming for soft Soil.

12

215

2580

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Earthing with 50mm dia G.I. pipe (TATA-M) 3.64mm thick * 3.04 Mtrs. Long and 1*4 WG wire (4 Mtr. Long) 13mm dia * 80mm long G.I. bolts double washers incl. S&F dia pipe protection (1Mtr long) to be filled with bitumen partly under the G.L. and partly above G.L. driven to an average depth of 3.65Mtrs .below the G.L. and restoring the surface duly remmed

6

1524

9144

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Extra for providing masonery enclosure on the top of the earth electrode of overall size 86.36 cm x 86.36 cm x 46 cm deep (below Ground level) complete with cemented brick work(1:6) of 25 cm width duly plastered with cement morter (inside) CI hinged inspection cover of size 36.56 cm x 35.56 cm with locking arrangement, GI reducer including drilling of 46 nos. 12 mm dia holes on the GI pipe

6

915

5490

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Connecting the equipments to early busbar incl. S&F No. 8 SWG G.I. wire on wall /floor with stapels as per G.S.

200

9

1800

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Supply, Installation & Commissioning of 45 W Solar Compound Light arrangement with 160 Wp Mono Crystalyne PERC half cut Solar PV module, 12V, 30AH Lithium ion battery, module mounting structure on Roof & light fixing arm bracket, connecting cable, Civil structure etc. N.B : The arrangement should be warranted for 2 years.

8

24200

193600

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Add CGST @ 9% & SGST @ 9%

1

1257942

1257942.63

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Add Labour welfare cess @1%

1

82465

82465.13



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