(i) Impt. of road with earth filling and Sand Gravelling from Budha Daimary House to Gasaivitha Road at Bartari 900m with Culvert at Ch.600.00m 21 No. Salbari Constituency under SOPD (BTC) for the year 2026-27 (ii) Impt. of road with earth filling an

(i) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs,saplings and trees of girth upto 300 mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specifications clause 201 (I) By Manual Means A) In area of non thorny jungle

Construction of embankment with approved material obtained from borrow pits with a lift upto1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5 i) Private land

Construction of granular sub-base by Providing well graded material, spreeding in uniform layers with by tractor with grading attachment on prpared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 (ii) For grading II Material

Providing and fixing of semire flectivec autionary, mandatory and informatory signboard as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour infront and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm x 12 SWG sheet tube firmly fixed to the ground by me an properly of properly designed foundation switch M-15 grade cement concrete 450x450x600mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 v) 600mm x 450mm rectangular

CD Work: Construction of Slab Culvert 2.00m Span at Ch.600.00m 1 No. Earthwork in excavation for structures as per drawing and technical 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 sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3.0m depth

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203. A. With crushed stone I. PCC Grade M10 (1) Nominal Mix 1:3:6

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204 A. With Crushed Stone I. P.C.C grade M 15 I. Nominal mix (1:2.5:5)

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 A. With Crushed Stone IV. RCC GRADE M20 iii) For design mix RCC M20 a) Height upto 5.0 m

Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clause 800 & 1206.3 A. With Crushed Stone

Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe through the full width of structure with slope 1V:20H towards drawing force complete as per drawing and technical specifications clause 614,709, 1204.3.7