Educational and Research Institute Private Organizations Closing in 0 days TDR #52257470

Tender For Construction Of Cycle Stands/Shed At Different Hostels, Institutional Buildings At Visva-Bharati, Phase-1.

Issued by Private Organizations · Birbhum, West Bengal
Tender Value
35.03 Lakhs
Estimated cost
Bid Submission
01 Dec 2025
0 days left
EMD
70065
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Birbhum → West Bengal
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender For Construction Of Cycle Stands/Shed At Different Hostels, Institutional Buildings At Visva-Bharati, Phase-1.; 1 Earthworkin excavationof foundationtrenches or drains,in all sorts of soil (includingmixed soil but excluding laterite or sandstone) including removing,spreadingor stackingthe spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. -Depth of excavation not exceeding 1500 mm 2 Earth work in filling in foundation trenches or plinth with goodearth, in layers not exceeding 150mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) - With earth obtained form excavation of foundation 3 Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating thesamebythorough saturation with water,rammingcompleteincludingthe cost of supply of sand. (payment to be made on measurement of finished quantity). 4 Brick work with 1st class bricks in cement mortar (1:6) - In foundation and plinth 5 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. 6 Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mmnominal size) excluding shuttering and reinforcement,if any, as per relevant IS codes. - Pakur Variety - In ground floor 7 Artificial stone in floor, dado, staircase etc withcementconcrete(1:2:4)withstone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary)andmarble dustinproportion (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. - 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement - 35 mm thick - In ground floor 8 M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in-charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS:816-1969 & IS: 1995 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 steelsection, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Paymenttobemadeonthe basisof calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge.Theratesareconsideredfora height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. 9 For structural members of specified sections weighing less than 22.5Kg./m. 10 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). - In Roof:- With 0.5 mm thick sheet 11 Supplying, fitting & fixing colour coated GC ridge work (Dura Shine or Equivalent fitted with necessary bolts, screws, washers etc. complete as per manufacturers specification. (225 mm end lapping) -300 mm lapping each way - With 0.5 mm thick sheet 12 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 : - On steel or other metal surface - With super gloss (hi-gloss) - 2 coats (with any shade except white) 13 Painting with ready mixed red lead paint of approved make and brand: - One coat 14 M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs. - Grill weighing above 10 kg/sq.m and upto 16 kg/sq.m -In ground floor

BOQ

Name of Work: Construction of Cycle Stands /Shed at different Hostels and institutional Buildingsat Visva-Bharati, Phase-I
Sl. No. Item Description
1Earthworkin excavationof foundationtrenches or drains,in all sorts of soil (includingmixed soil but excluding laterite or sandstone) including removing,spreadingor stackingthe spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. -Depth of excavation not exceeding 1500 mm
2Earth work in filling in foundation trenches or plinth with goodearth, in layers not exceeding 150mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) - With earth obtained form excavation of foundation
3Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating thesamebythorough saturation with water,rammingcompleteincludingthe cost of supply of sand. (payment to be made on measurement of finished quantity).
4Brick work with 1st class bricks in cement mortar (1:6) - In foundation and plinth
5Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
6Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mmnominal size) excluding shuttering and reinforcement,if any, as per relevant IS codes. - Pakur Variety - In ground floor
7Artificial stone in floor, dado, staircase etc withcementconcrete(1:2:4)withstone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary)andmarble dustinproportion (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. - 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement - 35 mm thick - In ground floor
8M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in-charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS:816-1969 & IS: 1995 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 steelsection, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Paymenttobemadeonthe basisof calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge.Theratesareconsideredfora height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof.
9For structural members of specified sections weighing less than 22.5Kg./m.
10Supplying, 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). - In Roof:- With 0.5 mm thick sheet
11Supplying, fitting & fixing colour coated GC ridge work (Dura Shine or Equivalent fitted with necessary bolts, screws, washers etc. complete as per manufacturer\"s specification. (225 mm end lapping) -300 mm lapping each way - With 0.5 mm thick sheet
12Painting 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 : - On steel or other metal surface - With super gloss (hi-gloss) - 2 coats (with any shade except white)
13Painting with ready mixed red lead paint of approved make and brand: - One coat
14M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs. - Grill weighing above 10 kg/sq.m and upto 16 kg/sq.m -In ground floor

AI Tender Summary

OUR REF NO 52257470
AUTHORITY Private Organizations
TENDER VALUE 35.03 Lakhs
LAST DATE 01-12-2025
Authority
Authority Name Vishwabharati Academy College of Engineering
Work Description Tender For Construction Of Cycle Stands/Shed At Different Hostels, Institutional Buildings At Visva-Bharati, Phase-1.; 1 Earthworkin excavationof foundationtrenches or drains,in all sorts of soil (includingmixed soil but excluding laterite or sandstone) including removing,spreadingor stackingthe spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. -Depth of excavation not exceeding 1500 mm 2 Earth work in filling in foundation trenches or plinth with goodearth, in layers not exceeding 150mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) - With earth obtained form excavation of foundation 3 Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating thesamebythorough saturation with water,rammingcompleteincludingthe cost of supply of sand. (payment to be made on measurement of finished quantity). 4 Brick work with 1st class bricks in cement mortar (1:6) - In foundation and plinth 5 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. 6 Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mmnominal size) excluding shuttering and reinforcement,if any, as per relevant IS codes. - Pakur Variety - In ground floor 7 Artificial stone in floor, dado, staircase etc withcementconcrete(1:2:4)withstone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary)andmarble dustinproportion (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. - 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement - 35 mm thick - In ground floor 8 M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in-charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS:816-1969 & IS: 1995 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 steelsection, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Paymenttobemadeonthe basisof calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge.Theratesareconsideredfora height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. 9 For structural members of specified sections weighing less than 22.5Kg./m. 10 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). - In Roof:- With 0.5 mm thick sheet 11 Supplying, fitting & fixing colour coated GC ridge work (Dura Shine or Equivalent fitted with necessary bolts, screws, washers etc. complete as per manufacturers specification. (225 mm end lapping) -300 mm lapping each way - With 0.5 mm thick sheet 12 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 : - On steel or other metal surface - With super gloss (hi-gloss) - 2 coats (with any shade except white) 13 Painting with ready mixed red lead paint of approved make and brand: - One coat 14 M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs. - Grill weighing above 10 kg/sq.m and upto 16 kg/sq.m -In ground floor
Basic Detail
Tender No CPS/962/2025-26
Bidding Type Tender
Location
City Birbhum
State West Bengal
Key Dates
Publish Date 10 Nov 2025
Submission Date 01 Dec 2025
Open Date 02 Dec 2025
Finance
Tender Value 35.03 Lakhs
Tender Fee 500
EMD 70065
Exemption Not Available
Document List
de7bc34c-2b11-4774-8652-f2f0d0bbb113.html
BOQ_930110.xls
Tendernotice_1.pdf
Tendernotice_2.pdf

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Tender Timeline

Nov 10, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Dec 01, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Dec 02, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

de7bc34c-2b11-4774-8652-f2f0d0bbb113.html

xls

BOQ_930110.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

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