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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAccepted-Finance | ₹12.0 L | L1 | Accepted-Finance Lowest rate accepted |
| 2 | L2₹12.0 LRejected-Finance | ₹12.0 L | L2 | Rejected-Finance The bid is not L1 (lowest one) |
| 3 | L3₹12.0 LRejected-Finance 35 1 B M 1ST BYE LANE CHAPDANI HOOGHLY 712222 | CHAPDANI | HOOGHLY | WEST BENGAL | 712222 | ₹12.0 L | L3 | Rejected-Finance The bid is not L1 (lowest one) |
| 4 | Rejected-Technical SAHAVITA | - | - | Rejected-Technical Due to insufficient document |
Tender Value
₹12.0 L
EMD Value
₹24,050
Closing Date
25 Mar 2026, 11:30 amClosed
EXECUTIVE ENGINEER,UTTAR DINAJPUR DIVISION,PWD
Dr. B.C.Roy Sarani,P.O. Raiganj, Dist. Uttar Dinajpur
Balance Civil works within Itahar Government Polytechnic, Itahar, Uttar Dinajpur - Construction of Parking
2026_WBPWD_1018950_2
WBPWD/EE/UDD/NIT-40/2025-26
Open Tender
CIVIL WORKS
80 days
ITAHAR
Please refer Tender documents.
4 documents required · 4 mandatory
₹24,050
Yes
3 Jun 2026
11 Mar 2026
27 Mar 2026
11 Mar 2026
25 Mar 2026
11 Mar 2026
Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary). (Payment to be made on area cleared)
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.
Depth of excavation not 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)
With earth obtained from excavation of foundation.
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))
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
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]
Ground Floor
With 1:6 Cement mortar
15 mm thick plaster,
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.
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
Pakur Variety.
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement any, in ground floor as per relevant IS codes.
Pakur Variety.
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per 100 sq.m
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.
For works in foundation and upto roof of ground floor/upto 4 m
JSW/JSPL/SHYAM/SRMB/BMASL/ELECROSTEEL/SSL
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).
25 mm to 30 mm shuttering without staging in foundation
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.
For roof truss works
Span up to 12 Mtr
Suppling, fitting and fixing single skin color coated trapezoidal profile for wall cladding, Roof shall be made of 0.45mm BMT (Base Metal Thickness) (0.50mm TCT(Total coated thickness excluding paint), G550 (min 550 yield strength), of Zincalume metallic coating (IS15965) with high Solar Reflectance Index (SRI) value for better colling as per thermatech technology 1000-1015mm effective cover width with five major corrugation, 28mm high rib spaced at 203mm c/c with subtle square fluting in the pan and the end rib shall have anti-capillary groove and return leg.The steel sheet shall be fastened with 40 micron zinc couted 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-aluminium alloy Zincalume (AZ150 )(ie. 55% Al, 43.4% Zinc, 1.6% Si) minimum of 150 g/m2 coating total on both sides, pre-painted with colorbond XRW (xterior roofing, walling) paint system of 35 micron Super Durable Polyester 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.
In Roof:-
0.5 mm th. Sheet
Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete. (225mm end lapping)
300 mm lapping each way
With 0.60 mm sheet
Galvanised iron sheet eaves gutter fitted and fixed with necessary 50 mm X 6 mm M.S flat bar clamps bent to design, bolts, nuts, washers etc. complete. Eaves gutter made of 0.63 mm. sheets.(300mm End lapping)
300 mm. wide gutter
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
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) -
Two coats (with any shade except white)
ADD GST 18%
ADD LABOUR WEALFARE CESS 1%
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