Urgent Mtc of different roads under the jurisdiction of PWD RB KLS Sub Div No. I within the area of Chandipur RD Block during the yr 2026 27. SH Bats filling, flat brick soling, metalling, Paver Block, shoulder mtc, kutcha drain , palasiding complete

Earthwork inexcavationforstructuresasperdrawingand MoRD technical specifications Clause 305.1 including settingout, constructionof shoring&bracing, removal of stumps&other deleteriousmaterial anddisposal uptoa leadof50m,dressingofsides&bottomandbackfillingin trenches with excavated suitable material. I Ordinary Soil (i) Upto 3 m depth

Filling in foundation trenches as per drawing &MoRD technical specification Clause 305.3.9, 1200. I Sand filling

Supplying of 1st class brick bats in/c loading, unloading and stacking properly in measurable stacks at site of work, laying the same in potholes and depressions of road surface & rolling, etc. complete as per direction of the Engineer-in Charge.

Collection & stacking of second class brick bats in/c loading, unloading, stacking, properly in measurable stacks at site of work complete & laying, consoling in/c spreading of binding materials (Payment to be made of only brick bats ex/c binding materials).

Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs,saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Technical Specification clause 201. I. Manual means A. In area of non-throny jungle.

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.

Providing & laying of rubbish over the damp moist ditches of ground / road surface of carrying materials from damping place as per direction of the Engineer-in-charge. (Rate in/c spreading & ramming of rubbish according to necessary).

Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5. Driven at least 900 mm below ground and 1200 mm above ground on average

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.

Providing and construction of a gabian structure for retaining earth with segments of wire crates of size 7 m x 3m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4mm galvanised steel wire as per drawing and MoRT&H Technical specifications clause 2503.3.