State Warehousing Corporation Tender
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State Warehousing Corporation Tender
Civil And Construction
Building Construction
Eprocure
Opening Date21 Feb 2025
Closing Date15 Mar 2025
Tender Amount₹ 28,85,020
Costs
EMD
₹ 57,700Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_WBSWC_818997_1Tender No
65 OF 2024-25 OF SE/WBSWCTender Authority
State Warehousing Corporation ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
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Supplying, fitting & fixing single skin color coated trapezoidal profile for wall including, roof nshall be made of 0.45 mm BMT (Base Metal Thickness )(0.50 mm) TCT (Total coated Thickness excluding paint), G550( min 550 yield strength), of Zincalume metalic coating (IS15965) with high solar Reflectance Index (SRI) Value for better colling as per thermatech technology , 1000-1015 mm effective cover width with five major corrugation, 28 mm high rib spaced at 203 mm c/c with suitable square fluting in the pan and the end rib shall have anti-capilary groove and return leg, the steel sheet shall be fastened with 40 micron zinc coated or 25 micron zinc tin alloy coated, hex head self drilling screw as per IS 3566-2002 Class 3 fastener. The base steel shall be coated with zinc alluminium alloy Zincalume (AZ150) (i.e. 55% Al, 43.4 % Zinc, 1.6% Si) minimum of 150 g/m2 coating total on both side, pre-painted with colour band XRW painting syetem of 35 micron Super Durable Polyster paint (SDP) With stable inorganic pigment with no lead contents confirming IS15965. The sheet shall be free from defects and have brand marking of the manufacturer giving product details on the back of the sheet at regular interval confirming genuinity of the material. (i) In Roof:- a) With 0.5 mm thick sheet
219.6
1067
234499.86
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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.
135.6
34
4686.34
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(B) Painting with superior quality aluminium paint of approved make and brand including smoothening surface by sand papering etc. on steel surface : (b) Two coats
135.6
67
9211.31
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Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. b) For each additional Depth of 150mm and part there of.
244
198
48390.08
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Compacting Original Ground
A. 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).
73.2
66
4841.45
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Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.
146.4
1615
236440.39
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Granular Sub-base with Graded Material (Table:- 400-1) B. By Mix in Place Method : Construction of granular sub-base by providinggraded material, mixing by mix in place methodwith Rotavator at OMC, spreading in uniformlayers with Motor grader on prepared surface inproper grade and camber, compacting withvibratory roller to achieve the desired density,including lighting, guarding, barricading,including cost of all materials, machinery, toolsand plants including cost of quality controlcomplete as per Clause 401 of Specifications forRoad & Bridge Works of MoRT&H (5th Revision). Grading - IV
45.75
3058
139942.85
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Granular Sub-base with Graded Material (Table:- 400-1) B. By Mix in Place Method : Construction of granular sub-base by providinggraded material, mixing by mix in place methodwith Rotavator at OMC, spreading in uniformlayers with Motor grader on prepared surface inproper grade and camber, compacting withvibratory roller to achieve the desired density,including lighting, guarding, barricading,including cost of all materials, machinery, toolsand plants including cost of quality controlcomplete as per Clause 401 of Specifications forRoad & Bridge Works of MoRT&H (5th Revision). Grading - II
45.68
2605
119028.38
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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
61
4349
265324.99
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Supplying and Laying in the specified pattern of Interlocking Conerete Block Pavements (ICBP) with concrete blocks (with concrete grade as specified as per Table I of IS /5658:2006) manufactured in steel mould clamped 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 sise and shape with aspect ratio (The ratio of length tu thickness of a paver block, as per CLNo.3.3 of IS: 15658) as per Table 2 of IS :15658 with Rexural strength/breaking load as per Annexure G of IS: /5658, on the prepared base course of specified CBR as per Table I of IRC SP 63 (2018) or else as mentioned in design and deawing 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 beneen paver blacks with joint filling sand (the grading of the joint filling sund will be as per clause 6.5.2 of IRC SP 63) and completing the edges with eut blocks as per CI. No. 8.7 of IRC SP - 63(2018) with proper confinemem of bedding and joint filling sand, compaction levelling und filling up of the enge gap.80 mm thick. Grey
244
1433
349832.56
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Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (The rate is inclusive of cost of all materials, labour, hire and usage charges of machinery and all incidental charges in this connection.)
A) Using Concrete Mixer
59
631
37267.35
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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
359.65
345
124302.23
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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.
15.58
2331
36319.47
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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.
3.89
532
2072.32
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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 75m.
In ground floor including roof.
(a) upto 150 mm. thick
3.37
1119
3771.37
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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.
26.99
142
3836.63
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(A) Filling in foundation or plinth by silver 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) (B) Do - by fine sand
14.53
1015
14749.26
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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.
41.52
388
16131.77
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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
3.11
6184
19233.02
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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 (upto roof of ground floor) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work
54.99
435
23921.2
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Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as
necessary, cost of curing with water, including cost
and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing
and technical specifications. (G) RCC M-35 Grade:
(i) Using concrete mixer.
29.84
8051
240258.85
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Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods , 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 balck annealed wire at every intersection, complte as per drawing and direction tor steel/ Mild steel SAIL/ TATA/RINL
2.81
66397
186575.91
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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.
102.07
28
2919.2
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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.
a) Pakur Variety
6.06
6666
40397.05
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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
(Dia) 100 mm
15
1351
20272.5
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