Construction Of Concrete Road From Chowdhiruhat Pwd Road To Khiteberkuthi Ibb Road Via Khiteberkuthi Pry. School Under Dinhata-Ii Block. Rd. Length - 750 Mtr In The Year 2022-23, Dinhata-West Bengal
TDR : 35077230
Tender Notice
BOQ
Expired
Dinhata
West Bengal
Construction Of Concrete Road From Chowdhiruhat Pwd Road To Khiteberkuthi Ibb Road Via Khiteberkuthi Pry. School Under Dinhata-Ii Block. Rd. Length - 750 Mtr In The Year 2022-23
Name of Work:Construction of Concrete Road from Chowdhurihat PWD road to Khiteberkuthi IBB road via Khiteberkuthi Pry. School under Dinhata-II Block. (Rd. Length - 750 mtr) in the year 2022-23
Sl. No.
Item Description
1
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement)(b) Carriage up to total lead of 2.0 km.
2
Construction of Sub Base using Local Materials:Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(iv) For Construction of Sub Base by compactingRiver Bed Materials.
3
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) N.B variety.
4
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.
5
Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal ofloose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.
6
Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thick ness with required bracing for concrete slabs, beams, columns, lintels curved or staight including fitting fixing and striking out after complection of works. (up to roof of ground floor).(a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of the Engineer-in-charge. .
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