04 (Four) OF 2025-26(1stCall) of SSM, Uttar Dinajpur

Amount

Granular Sub-base with Graded Material. B. By Mix in Place Method : Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading -II

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.

Providing and laying Design Mix concrete plain / reinforced concrete work in any part of bridges (excluding bottom plugging) with course aggregates of appropriate nominal size and garding, fine aggregates (sand) confarming to proper garding zone, both of approved quality and cement as necessary, including labour cost and carriage of all materials and including preparation of design mix, approval of the same by EIC, cost for quality control, sampling, testing etc. all complete nut excluding cost of labour and materials for formwork and reinforcement works.

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required.

Construction of Embankment with approved mate5rials obtained from borrow pit with a lift upto 1.5 m transporting t site. Spreading grading to required slope and compacting to meet requirement of tablets 300.1 and 300.2 with a lead upto 1000 m as pr technical specification causes 301.5 for rural roads of mORD. (mOde of mesureent pre works and post works)

earthwork in excavation from borrow pits (land owned /arranged by the Contractor) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Carried Earth)With carried earth lead of 1.00km

Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:11/2:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in- Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)

BURIMA CO-OP LABOUR CONT. AND CONST. SOCIETY LTD. (BID ID -6508172)

MASCOT CO - OPERATIVE LABOUR CONTRACT AND CONSTRUCTION SOC. LTD (BID ID -6508692)