Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.0 LAccepted-AOC CHAR GHOSHHAT FROM RANJIT HAWLADER HOUSE OF BIMAL DEBNATH HOUSE WARD NO 11 UNDER KATWA MUNICIPALITY WEST BENGAL | L1 | Accepted-AOC Accept | |
| 2 | L2₹18.1 L+₹8,569.87 (0.47%)Rejected-AOC BARDHAMAN | WEST BENGAL | 713364 | L2 | Rejected-AOC Reject | |
| 3 | L3₹18.2 L+₹14,040.01 (0.78%)Rejected-AOC KATWA WEST BENGAL | L3 | Rejected-AOC Reject |
Tender Value
₹18.2 L
EMD Value
₹36,468
Closing Date
4 Feb 2026, 5:00 pmClosed
CHAIRMAN KATWA MUNICIPALITY
CHAIRMAN KATWA MUNICIPALITY
CONSTRUCTION OF CORRUGATED CAR PARKING SHED BESIDE MAA CANTEEN AT HRADER PAR, WARD NO 7 UNDER KATWA MUNICIPALITY, KATWA, PURBA BARDHAMAN, UNDER 15TH FINANCE COMMISSION TIED GRANT
2026_MAD_989978_3
WBMAD 72 (DEV/15TH F C (TIED)/KM)2025-2026
Open Tender
CIVIL WORKS
Percentage
45 days
MAA CANTEEN AT HRADER PAR, WARD NO 7
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹36,468
Yes
27 Feb 2026
22 Jan 2026
7 Feb 2026
22 Jan 2026
4 Feb 2026
22 Jan 2026
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, leveling, and dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm SOR PWD (BUILDING) PAGE NO :- 1 , ITEM NO :- 2 (a),
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. SOR PWD (BUILDING) PAGE NO :- 1 , ITEM NO :- 2 (a),
(A) Filling in foundation trenches or plinth with silver sand in layer 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 of work). SOR, PWD (BUILDING), PAGE NO :- 2 , ITEM NO :- 4 A
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. SOR, PWD (BUILDING), 3RD CORRIGENDA, PAGE NO:-47, ITEM NO :-3
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 SOR, PWD (BUILDING), 3RD CORRIGENDA, PAGE NO:-24, ITEM NO :- 4
Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth B.S. ITEM NO -08, Page- 15
b) Superstructure (1:6)
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 necessy. (i) With 1:4 cement mortar. 15 mm thick plaster. In Ground Floor RATE ANALYSIS ENCLOSED
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. B.S. ITEM NO -15, Page- 192
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). (f) 25 mm to 30 mm shuttering without staging in foundation SOR, PWD (BUILDING), PAGE NO:-42, ITEM NO :- 36(f)
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 Rate Analysis Enclosed SOR, PWD (BUILDING), PAGE NO:-26, ITEM NO :- 10 Rate Analysis Enclosed
Reinforcenment 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 lenght, hooking and bending to correct shape, plicing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. I. SAIL/ TATA/RINL B.S. ITEM NO -40, Page- 43, 10 TH CORR. SOR, PWD (BUILDING), PAGE NO:-43, ITEM NO :- 36(f)
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-incharge 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 steel section, 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. I) For structural members of specified sections weighing less than 22.5 Kg./m SOR, PWD (BUILDING), PAGE:- 200 , ITEM :- 1
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 ncluding cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using lectrodes 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 plantsand 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 elevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of inished 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 roof truss works a) Span up to 12 Mtr SOR, PWD (BUILDING), PAGE:- 101 , ITEM :- 2A ,3RD CORRI.
Supplying, fitting & fixing polycarbonate sheet of approved make & brand conforming to IS: 14443-1997 and having 50 micron UV protection layer under co-extrusion technology, Fire rating being B-s1 as per EN13501-1 certification, fitted and fixed with 60mm wide aluminium channel section top and bottom member in dry-glaze sandwitch system, (unit wt. of top and bottom members: 0.375 kg/m & 0.69 kg/m) of approved brand and profile, EPDM quality rubber gaskets, anti dust tape, end closer "C" channel and 75 mm long Self tapping screw being drilled through the centre leg of the bottom section with nuts placed at 300 mm apart without anyway puncturing the polycarbonate sheet, EPDM Washer 16 mm dia & 3 mm thick washer etc complete strictly as per manufacturers specification and direction of Engineer-inCharge. (Payment to be made on area of finished work) . In Roof:- Natural/ Blue/Green/Bronze/Opal/Metallic grey colour. A0WITH 2 WALL 6MM OVER ALL THICKNESS SOR PWD (BUILDING), PAGE:- 86 ,ITEM 22(A)
Artificial stone in floor, dado, staircase etc with cementconcrete (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 (iii) 35 mm. thick SOR, PWD (BUILDING), PAGE:-48 , ITEM :- 6
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. 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:(ii) 110 mm. Dia. SOR, PWD (BUILDING), PAGE:- 212 , ITEM :- 21
B) Bend 87.5 degree,(ii) 110 mm. Dia.
Priming one coat on steel or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. SOR, PWD (BUILDING), PAGE:- 200 , ITEM :- 1
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 steel surface ii) Two Coats (except white in shade) SOR, PWD (BUILDING), PAGE:- 200 , ITEM :- 2
(b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. SOR, PWD (BUILDING), PAGE:- 200 , ITEM :- 1 (b)
(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 : (a) On timber or plastered surface :(iv) Two coats (with any shade except white). SOR, PWD (BUILDING), PAGE:- 200 , ITEM :- 2(A),a)(iv)
Sub Total
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 • 1.04 MB
BOQ_2419423.xls
BOQ • 0.29 MB
2911FORM.pdf
Tender Documents • 1.48 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 .