Mtc. of different roads under Chalita Bankul VC and Bishnupur VC of Rupaichari RD Block during the year 2025-26 SH-Construction of Spun Hume Pipe Culvert over local cherra and Protection of road side embankment by providing and placing CC Blocks etc.

Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and MoRD technical specification Clause 1104, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. A) Ordinary soil

Filling in foundation trenches as per drawing & MORD Technical Specification Clause 305,3.9,1200. I. Sand filling

Plain Cement Concrete M10(1:3:6 nominal mix with jhama brick aggregate) in levelling course below open foundation of Head walls as per drawings & MoRD Technical Specification Clause 1109 (including centering, shuttering, staging etc. but excluding reinforcement).

Providing and laying Reinforced Cement Concrete Pipe NP2 as per design in Double Row. Providing and Laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in Double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling , concrete and masonry works in head walls and parapets as per MoRD Technical specification Clause 1106. (A) 1200 mm dia

Brick Masonry Work in cement mortar in foundation of Head walls complete excluding pointing and plastering as per drawing and MoRD technical specification Clause 1109. (A) Brick Masonry in 1:4 cement mortar

Providing PCC M20 Architecture Coping on the top of wing wall, return wall etc. complete as per drawing and MoRD Technical Specification Clause 615.

Plastering with Cement Mortar (1 : 4), 15 mm thick on brickwork in substructure as per MoRD technical specification Clause 613.4.

Providing weepholes in brick masonry / stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 ptressure ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, 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 MoRD Technical Specification Clause 301.5.

Flat Brick soling Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical Specification Clause 412.

Brick edging laid in Lenth wise Providing and laying brick edging laid lengthwise on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical Specification Clause 412.

Manufacturing of Cement concrete Block with mix 1:4:8 (1 cement : 4 River sand : 8 jhama brick aggregate of 40 mm nominal size) including centering & shuttering of size 0.45, x0.45 m x 0.30 m and engraving the serial number of each block as per direction of the Engineer-in-Charge.

Placing of sand cement/cement conrete blocks of size 0.45 m x 0.45 m x 0.30 m in slope of river bank and river bed including preparation of bed or launching aporn as per direction of the Engineer-in-Charge. i) Cement concrete block

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, 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 MoRD Technical Specification Clause 301.5.