Barchalla /1

Amount

Heavy Dressing Heavy Dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rollong with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.

Heavy Dressing Heavy Dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rollong with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m. as per technical specification clause 301.5 (a)From Private land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pitrs with all lifts and leads, transporting to site,spreading,grading to required slope and compacted to meet requirement of table 300.2 with a lead upto 1000 m. as per technical specification clause 303.1 (a)From Private land

Gravel/Soil-Aggregregate surface course (table 400.3 By Mix in place method Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared 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 402.

Single bamboo palasiding/walling of whole 2nd class bamboo(Jati and Bethea) 75mm dia closely packed & driven, including fitting & fixing with half 2nd class bamboo kamis horizontle in three rows with the cane or tying wire complete and struts 1500mm apart longitudinally and providing brush wood as per drawing and technical specification clause 1302.5 of MORD. Driven at least 900mm below and 1200mm above the ground.

Labour for laying Gunny/Manure bags filled with sand/earth (as locally available) including stiching,laying, fixing in position as directed complete with supply of bags, sutti, etc. all complete. 1. 37 kg Capacity bags.

Construction of 1000M dia Single opening HPC 4 Nos, Construction of 1000M dia triple opening HPC 1 No,Construction of 1200M dia HPC 1No Triple opening Earth work in excavation of foundation of 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 50m, dressing of sides and bottom and backfilling with approved material. I. Ordinary soil upto 3 m depth

PCC M10 (1:3:6) in levelling course below open Foundation of Head walls as per drawing and technical specifications Clauses 1109.

Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii) Granular bedding

Stone msonry work in cement mortar in foundation of Head Walls complete as per drawing and technical specification Clauses 1109 ii) In 1:4 cement mortar

Brick msonry work in cement mortar in substructure complete excluding pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 ii) In 1:4 cement mortar

Providing and Laying RCC NP-3 in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of grannular material in single row including fixing collar with cement mortar 1;2 but excluding excavatiuon, protection works, backfilling, concrete and masonary works, in head walls and parapets Clause 1106. B) 1000MM Dia

Plastering with cement morter(1:4) 15 mm thick on brick work in sub structure as per technical specification.

Providing and Laying RCC NP-3 in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of grannular material in single row including fixing collar with cement mortar 1;2 but excluding excavatiuon, protection works, backfilling, concrete and masonary works, in head walls and parapets Clause 1106. B) 1200MM Dia

Providing and Laying dry rubble flooring complete as per drawing and tech. specification

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (1) With Granular materials

M/S ZENITH INFRA (BID ID -252739)

KABENDRA DEKA (BID ID -252741)

SUJIT SEN (BID ID -253464)

PANKAJ RAIDONGIA (BID ID -253466)