Tarapith Rampurhat Development Authority Tender
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Tarapith Rampurhat Development Authority Tender
Eprocure
Opening Date21 Aug 2020
Closing Date9 Sep 2020
Tender Amount₹ 43,52,103
Costs
EMD
₹ 87,042Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_TRDA_293613_7Bid Award Id
ViewTender No
e-NIT NO-01/TRDA/2020-21Tender Authority
Tarapith Rampurhat Development Authority ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or infoundation or in foundation trenches.
136.12
-
24
Controlled Cement concrete with well graded stone chips (20 mm graded nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS :456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in-charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix formula. In ground floor and foundation. [using concrete mixture] a) M 20 grade (i) Pakur Variety I) in foundation plinth and superstructure
202.98
-
5464.74
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) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work as per decision & diredction of engineer in charge
809.97
-
363
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 and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL
23.9
-
67263.4
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
316
-
78.31
Brick work with 1st class bricks in cement mortar(1:4) b) In foundation and plinth ,ground floor
8.65
-
4512
Supplying and laying chequered tiles of any shade & of approved quality with (1:1½:3) cement concrete laid in panels or patterns as directed in pavement, footpath etc. including necessary underlay 25 mm thick [avg] cement mortar (1:3) complete in all respect with all labour and materials. [Using cement slurry @ 4.4 kg/Sq.m at back side and @2.4 kg/Sq.m for joint filling] Red Variety (i) 30 mm. thick (landing and step riser)
357.44
-
487
Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.(iii) 150mm diameter (Payment to be made on the length driven into the ground, diameter of the measured at 1.5m. from the thicker end.)
212
-
105
Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed.(iii) 150mm diameter
321
-
217
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification B) Sandy material
450
-
852.6
CGST + SGST ( 12 % )
1
-
461679.99
Cess ( 1 % )
1
-
43090.13
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