Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAccepted-AOC AT MADHABGANJ BOSEPARA P O BISHNUPUR DIST BANKURA PIN 722122 | BISHNUPUR | BANKURA | WEST BENGAL | 722122 | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.5 L+₹164.96 (0.03%)Rejected-Finance KAITYPARA KRISHNGANJ BISHNUPUR DIST BANKURA PIN 722122 | BISHNUPUR | BANKURA | WEST BENGAL | 722122 | L2 | Rejected-Finance 2 | |
| 3 | L3₹5.5 L+₹219.95 (0.04%)Rejected-Finance AT BISHNUPUR P O BISHNUPUR DIST BANKURA PIN 722122 | BISHNUPUR | BANKURA | WEST BENGAL | 722122 | L3 | Rejected-Finance 3 |
Tender Value
₹5.5 L
EMD Value
₹10,997
Closing Date
11 Feb 2026, 11:00 amClosed
Chairman, Bishnupur Municipality
Bishnupur Municipality , Netaji Subhas Road , P.O- Bishnupur , Bankura-722122
Construction Of A Community Hall At Boltala,Buro Shiv Tala, Ward No-07 Under Bishnupur Municipality,Mouza-Bishnupur Municipality,Jl No-101,Plot No-12644 P.O and P.S- Bishnupur, Dist- Bankura Under B.E.U.P. Scheme
2026_MAD_998184_2
WBMAD/NIT-205e /BM/BEUP/2025-2026 2ND Call
Open Tender
CIVIL WORKS
Percentage
60 days
As per NIT
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹10,997
16 May 2026
3 Feb 2026
13 Feb 2026
3 Feb 2026
11 Feb 2026
3 Feb 2026
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.
a)Earth work in excavation of foundation trencheor drains, in all sorts of soil (including mixed soil but excluding laterite or sandston includingremoving,spreading or stacking the spoils withina 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. (b) Depth of not excavation exceeding 1,500 mm.
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.
b)Filling in foundation or plinth by fine sand inlayers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the costof supply of sand. (payment to made on measurement of finished quantity) do by Fine sand in
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.
c) 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 b) pakur variety
c) 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
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
Hire and labour charges for shuttering with centering and necessary staging upto 4 musing approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straightincluding fitting, fixing and striking out after completion of works (upto roof of ground floor) (f) 25 mm to 30 mm shuttering without Staging in foundation
Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
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 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. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (ii) 25 mm. thick
f)Plaster (to wall, floor, ceiling etc.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 1:6 cement morter
Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification. In Ground floor: iii) Two coats.
Supplying, fitting, fixing in position netting with PVC Coated Crinkle mesh of approved colour with wooden or steel or concrete frame work including cost of galvanised bolts, nuts, screws, nails, spacers, shape welding etc complete but excluding the cost of supporting frame works, battens etc. (a) 25 mm. x 25 mm. x 8 g.
Supplying, fitting & fixing UPVC pipes AType and fittings conforming to IS:13592- 1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete.A) UPVC Pipes: (i) 75 mm. Dia.
b) Plain Y (ii) 75 mm. Dia.
b) Priming one coat on steel or other metalM surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
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 :
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.
Aluminium sheet ridging fitted with self tapping screws, EPDM washers etc complete.(Minimum 225mm end lapping). (A) 300 mm lapping each way (a) With 0.71 mm sheet
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
Supplying, fitting, fixing bolts with nuts, washer: (ii) 20 to 25 mm dia bolt: (b) Length above 75 mm and upto 150 mm.
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
ADD 18% GST
ADD 1% LABOUR WELFARE CESS
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.77 MB
WBF2911.pdf
Tender Documents • 1.86 MB
BOQ_2444267.xls
BOQ • 0.31 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .