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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | L1 | Accepted-AOC L1-AOC | |
| 2 | L2₹3.4 L+₹2,361.21 (0.70%)Rejected-Finance KAITHA NALHATI BIRBHUM | L2 | Rejected-Finance L2 | |
| 3 | L3₹3.4 L+₹2,703.42 (0.80%)Rejected-Finance | L3 | Rejected-Finance L3 |
Tender Value
₹3.4 L
EMD Value
₹6,844
Closing Date
5 Dec 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
BDO, KRANTI BLOCK, JALPAIGURI
Executive Officer and Block Development Officer, Kranti Development Block. P.O. Khayranti, Dist. Jalpaiguri, PIN-735218, West Bengal
CONSTRUCTION OF SAMSAN GHAT WITH WAITING SHED NEAR APALCHAND FOREST AT PART NO-182
2025_ZPHD_945879_12
WB/39/APAS-22/BDOKNT/25-26
Open Tender
CIVIL WORKS
Percentage
15 days
KRANTI BLOCK AREA
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹6,844
Yes
16 Feb 2026
13 Nov 2025
8 Dec 2025
13 Nov 2025
5 Dec 2025
13 Nov 2025
Earth work in excavation in foundation trenches in all sorts of soil (including mixed soil but excluding late rite and sand stone) 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 dressing and ramming the bottom, bailing out water as required complete (a) Depth of excavation not exceeding 1500 mm.
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 1/5 th of
Item no-03(A)/PWD (B)/PAGE-01 (iv) With carried earth arranged by the contractor within a radius exceeding 5 km. but not exceeding 10 km. including cost of carried earth.
Item no-01(C)/PWD (B)/PAGE-14 Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling the joints with powdered earth or local sand.
Cement Concrete with graded stone (30 mm size) excluding shuttering. In ground floor and foundation. (a) 1:3:6 proportion
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. In Ground Floor : (ii) River Bazree
125 mm th. brick work with 1st class bricks in cement mortar (1:4) in ground floor.
PWD(WB), BUILDING WORKS, Page-48, Item-6 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).(ii) 25 mm. thick
Hire and labour for shuttering with centering and necessary staging upto 4 m using approved stout and thick hard wood planks ……………. Fitting, fixing & striking out after completion of works (upto roof of groung floor) (a) 25 mm to 30 mm th. Wooden shuttering as per decision & direction of Engineer-in-Charge. a) with staging
Hire and labour for shuttering with centering and necessary staging upto 4 m using approved stout and thick hard wood planks ……………. Fitting, fixing & striking out after completion of works (upto roof of groung floor) (a) 25 mm to 30 mm th. Wooden shuttering as per decision & direction of Engineer-in-Charge. b) With out staging in foundation and plinth.
Reinforcement for Reinforced Concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. Including supplies of rods , 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 I. SAIL/TATA/RINL
PWD(WB), BUILDING WORKS, Page-189, Item-1(i)( 3rd Corrigenda Addenda) Plaster (to wall, floor, celling etc.) with sand and cement morter 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 1:4 cement morter (i)10 mm thick plaster
ITEM NO :- 02 , Page :- 75 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. i) For trusses spanning up to 12.00 m
PWD(WB), BUILDING WORKS, Page-81, Item-9 Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor) (i) In Roof:- b) With 0.63 mm thick sheet
PWD(WB), BUILDING WORKS, Page-81, Item-10 Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping) (B) 300 mm lapping each way (a) With 0.60 mm sheet
Asbestos corrugated (Trafford or similar approved quality) sheet (6 mm thick) work (excluding the supporting framework) fitted and fixed with 9.5mm. dia. J or L hook-bolt and nuts, limpet and bitumen washers and putty with 150 mm end lap & one corrugation minimum side lap complete. (Payment should be made on area of finished work). (a) In Roof
PWD(WB), BUILDING WORKS, Page-80, Item-8 Asbestos ridging (with standard lap) fitted and fixed with necessary hook, bolts, nuts, washers, etc. complete. (a) Close fitting adjustable type
PWD(WB), BUILDING WORKS, Page-105, Item-14 Supplying, fitting, fixing in position rails on any surface. Kg.
Supplying fitting and fixing of Signboard and cost of photograph (payment will be made as per voucher)
Add:- GST @ 18%
Add:- Labour Welfare Cess @ 1%
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