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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAccepted-AOC LAXMANPARA KALNA DIST BURDWAN PIN 713409 | KALNA | BURDWAN | WEST BENGAL | 713409 | L1 | Accepted-AOC L1 Bidder. | |
| 2 | L2₹6.4 L+₹3,543.21 (0.56%)Rejected-Finance | L2 | Rejected-Finance Rejected due to higher rate. | |
| 3 | L3₹7.5 L+₹1.1 L (18.0%)Rejected-Finance | L3 | Rejected-Finance Rejected due to higher rate. |
Tender Value
₹7.4 L
EMD Value
₹14,763
Closing Date
2 Mar 2026, 2:00 pmClosed
Executive Engineer, Burdwan Division, PWD
Aftab Club Court Compound, Burdwan-713101
Construction of a Tin Shed adjacant to Old Court Building at Kalna Court Compound, Kalna under Kalna Sub-Division, P.W.D of Burdwan Division, P.W.D. in the Dist of Purba Bardhaman.
2026_PWD_1004262_2
WBPWD/EE/BDN/NIeT-25/2025-26
Open Tender
CIVIL WORKS
Percentage
30 days
Kalna Court Compound, Kalna
Please refer Tender documents.
4 documents required · 4 mandatory
₹14,763
Yes
O/O Executive Engineer, Burdwan Division, PWD
13 Mar 2026
11 Feb 2026
5 Mar 2026
11 Feb 2026
2 Mar 2026
16 Feb 2026
12 Feb 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, levelling, dressing and ramming the bottom, bailing out water as required complete. a)Depth of excavatin not exceeding 1500mm.
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.
(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) By Fine Sand
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
Supplying and laying Polythene Sheet (150gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation trenches.
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.
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) In Ground floor.
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. I) In Ground Floor
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.
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
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) . I) In Ground Floor
(a) 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 in ground floor. (ii) Grill weighing above 16 Kg./ Sq.mtr and above I) In Ground Floor
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 (ground floor) (ii) With 6:1 cement mortar (c) 15 mm. thick plaster (External) I) In Ground Floor
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m
White washing including cleaning and smoothening surface thoroughly. c) Three coats (on new works only).
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 including cutting to requisite shape & size, fabrication including 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 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 roof truss works a) Span up to 12 Mtr
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
(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.
(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) (a) On timber or plastered surface : With super gloss (hi-gloss) -
(b) On steel or other metal surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white)
Supplying, fitting and fixing G.I. pipes of TATA make 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) (ii) 80 mm dia. medium quality
Add. GST-18% (SGST=9% & CGST=9%) of RS.6,19,374.00
Add. LABOUR WELFARE CESS = 1% of RS.7,30,861.00
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