Const of road with heavy E/F and S/G from Carramore SSB Camp to Sangrila village including 2 Nos slab culvert and 2 Nos HPC under 15th Finance Commission for the year 2022-23

Amount

Construction of embankment with approved material obtained from borrow pits with all lift upto 1.5m, transporting to site, spreading , grading to required slope and compacting to meet requirement to Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 (i) Private Land

Collection of sand gravel containing 60% and 40% gravel at quarry free from disintegrated and flaky pieces vegetation and other deleterious matter and adherent coating etc., (Rate including FR & ST loading, unloading stacking in working site from nearest quarry as directed)

Labour for spreading metal gravel / granular material on the road surface as directed including dressing and cambering the formation and utilizing the loose earth in filling the depression as directed including carriage of gravel within 30 m

CONSTRUCTION OF RCC SLAB CULVERT OF 2.00 M SPAN (2 Nos) Excavation of Structures Earthwork in excavation for structure as per drawing and technical specifications Clause 305.1 incl. setting out, constr 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. 1. Ordinary soil, upto 3m depth.

Proving conc. For plain/reinforced conc. In open foundations complete as per drawings and technical specifications Clause 802, 803, 1202,& 1203 B. With Natural Gravel. 1. PCC Grade M 10, Nominal mix 1;3:6

Proving conc. For plain/reinforced conc. In open foundations complete as per drawings and technical specifications Clause 802, 803, 1202,& 1203 B. With Natural Gravel. 1. PCC Grade M 20, Nominal mix 1:2:4

Providing and laying reinforced cc in substructure as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204. B. With Natural Gravel 1. RCC grade M 20 (I) For niminal mix 1:2:4

Providing and laying reinforced cc in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 B. With Natural Gravel 1. RCC grade M 20 (I) For niminal mix 1:2:4 (a) Height upto 5 M

Drainage spouts complete as per drawing and technical specifications clause 1209

Supplyining, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses1002, 1010 and 1202

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of (v) :20(H) towards drawing face complete as per drawing and technical specifications Clauses 614, 709, 1204.3.7

Providing and laying RCC wearing course M-30 grade incl. reinforcemrnt complete as per drawing and technical specifications Clauses 800 and 1206.30 A. With crushed stone.

CONSTRUCTION OF 2 NOS 1000 MM NP-3 HP CULVERT (SINGLE OPENING) Excavation of Structures Earthwork in excavation for structure as per drawing and technical specifications Clause 305.1 incl. setting out, constr 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. 1. Ordinary soil, upto 3m depth.

Providing conc.for plain/reinforced conc in open foundations complete as per drawing and technical specifications Clause 802,803,,1202 & 1203. B. With Natural Gravel (i) PCC Grade M10 Nominal Mix 1:3:6 U/S & D/S face wall

Bedding for pipe. Type B (1st Class) Bedding on well compacted Granular material. U/S & D/S face wall

Plain/reinforced cc in sub-structure complete as per drawing and technical specifications Clause 802, 804, 805, 806, 807 and 1204 B. With Natural Gravel. (I) PCC Grade 15 (i) Nominal Mix 1:2.5:5 U/S & D/S face wall

Providing and Laying RCC NP3 in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, conc and masonry works in head walls and parapets Clause 1106 (B) 1000 mm dia.

Providing Signboard

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