S/R to Kaduabandi to Pimpudia via Chatkipasi Bamanagar road for 2025-26

P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.

Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion and construction joints, applying sealant, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification as per direction of the Engineer-in-Charge.

Construction of embankment with approved material obtained from borrow pit with all lift & leads, transporting to site by mechanical means within a lead of 5 Kms,spreading, grading to a required slope & compacting to meet requirement of table 300-2 & clause 305 of MoSRT & H specification for Road & Bridge work (AR - 06, P - 157, item no - 35)

Earthwork in excavation of foundation in hard soil within the initial lead and lift including dressing and levelling the bed & depositing the excavated earth away from the site etc all complete as per direction of Engineer- In- Charge.

Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required

P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.

Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural

Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification & direction of Engineer in Charge.

Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical specification & direction of Engineer in Charge.

Earthwork in excavation for structures as per drawing and techincal specifications Clause 305.1 including setting out,construction of shoring and bracing ,removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side RCC Drain from 0/430 km to 0/570 km

Filling in foundation trenches with approved quality of sand as per clause 1108,305.3.9 & 1200 of MORD Specification for Rural roads including cost,conveyance,royality,taxes,labour and T & P required for the work and as per direction of Engineer in chargr and as per direction of the engineer-in-charge.

Providing cement concrete M-15 nominal mix (1:2,5:5) for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202 & 1203

Supplying, fitting and placing HYSD/TMT bars conforming to grade Fe-500 cutting, bending, binding, lapping, splicing, welding ect. (conforming ti ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per approved designed, lowering, laying into position including all cost, conveyance of steel & binding wire etc. complete as per technical specifications Clauses 1000 and 1202 and as per the direction of the Engineer-in-Charge.

Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipes extending through full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing & Technical Specification and as per direction of Engineer-in-Charge.

Providing and laying reinforced cement concrete of M25 in Sub structure per during TS Clause no 802,1205.4,1205.5 of MORD as per drawings and technical specification and as per direction of Engineer-in-Charge.