1.C/o Various Civic Infrastructure under Ward-18(SH CC Footpath, CC Drain, Solar Streetlight, RCC Wall) at A-sector, Upper Rakap Colony, Lower Rakap Colony, Youth Hostel and Upper Police Colony, Naharlagun.

SH:CC Footpath : Clearing and Grubbing road land including uprooting rank vegetation, grass, Bushes, Shurbs , sappling and trees girth upto 300 mm ,removal of stumps of trees cut earlier and disposal of unservisible materials and stacking of servicible material to be used or auctioned upto a lead of 1000 metres including removal and disposal of top soil not exceeding 150 mm thickness.(i)By Manual Means a) Foundations and plinth: (A) In Areas of Light Jungles

Earth work in excavation of foundation of structures as per drawing and technical specification including setting out, construction of shoring and bracing , removl of stumps and other deletrious matter, dressing of sides amd bottoms, backfilling the excavation earth to the extent required and utilising the remaining earth for road work.

Construction of Subgrade and earthen shoulder with approved materials obtained from borrow pits with all lifts and leads, transportation to sites, spreading, grading, to reguired slope and compacted to meet requirement of table No. 300-2

Compacting Original Ground :Case-I-Compacting Original Ground supporting subgrade(Loosing of the ground upto a level of 500 mm below the subgrade level, Watered, graded and compacted in layer to meet requirement of table 300-2 for subgrade construction.

Granular Sub-Base with close graded Material9Table:-400-1):(A)(i)For Grading -I Material

Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction,expansion, onstruction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved,curing compound, finishing to lines and grades as per drawing

Centring and shuttering including strutting, propping etc and removal of form work for :Walls including attached buttresses, pillasters etc.

SH:CC Drain: Excavation in foundation trenches not Earth work in excavation in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 50 m and lift upto 1.50 m.

Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.