FDR of road at different locations under the jurisdiction of PWD(RnB),Chawmanu sub-division for the year 2026-2027

Land Slide Clearance in soil Clearance of land slides in soil and ordinary rock by a bull dozer D 80 A-12, 180 HP and disposal of the same on the valley side as per MoRT&H technical specification Clause 3000.

Supplying of mix class Bricks Bats from Bricks Kiln to work site by mechanical means upto 25.00 km including loading, unloading and stacking properly and laying/ filling the same on road depression, pot holes including levelling, compacting by manuals means & spreading blinding materials.

Single bamboo spur and palasiding of whole 2nd class bamboo(Jati or Bethua)65mm to75 mm dia@ 150mmc/c and closely packed & driven including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying wire complete and struts 1500mm apart longitudinally and providing brush wood as per drawing and technical specification Clause 1302.5.

ii) 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.

Surface drain Construction of unlined surface drains of average cross sectional area 0.40sqm in ordinary soil to specified lines,grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50m (average lead 25m)as per MoRD Technical Specification Clause 307. (i) Surface Drains in Ordinary Soil (B) Mechanical Means

Hill Side Drain Clearance Removal of earth from the choked hill side drain and disposing it on the valley side manually as per MoRT&H technical specification Clause 3000.

Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification.

Manufacturing & supplying of machine made 4 mm G.I. wire crates chain link type size of cage 1500 mm. X 600 mm. X 450 mm. having square mesh of 80mm. X 80mm. including carrying to the work site as per direction of the Engineer-in charge (Weight of each cage shall not be less than 7.80 kg)

Supplying and stacking mixed class brick bats (50% first class & 50% un-class) including carriage loading & unloading at the site of work complete as per direction of the Engineer-in-charge

Labour charge for filling/packing of mixed class brick bats in S.W.G PVC wire crates of size of 1500 mm. X 600 mm. X 450 mm. fastening with SWG GI wire and placing in river bed/slope properly as per direction of the Engg-in-Charge.

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.

Please Enable Macros to View BoQ information