Estimate for Rejuvenation and Beautification of Kala Singha Drain Under Jalandhar smart City Mission (RD. 113750-122350)

Amount

Jungle clearance on running canals and branches, and drains with discharge more than 9 cum/s.(Light)

Removal/ Clearance of slush from wet drains by mechanical means

Making dewatering arrangement by pumping set 4 *4 (Tractor driven)

Transporting to required location with all lifts and leads using hydraullic tractor trolly (0.700 km) Disposal/carraige from 0 upto 450m

Transporting to required location with all lifts and leads using hydraullic tractor trolly (0.700 km) Disposal/ carraige additional beyond 450m upto 1Km

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing 0 to 1.5 m depth

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing depth exceeding 1.5 ms but upto 3.0 ms.

Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cumbucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements oflines, grades and cross sections, including all lifts and combined lead upto 30m.

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches,stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.

Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.

Extra for rolling to specifications.

1.8 meter high G.I. barbed wire fencing with 2.4 meter angle iron posts 50x50x6mm placed every 3meters centre to centre 0.6 meter below ground level, every 15th post, end post, corner post suitablystrutted and provided with 12 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for eachpost complete as per technical clause 808 of MORT&H specifications

Stone or Kankar block pitching on slopes of guide bandh and protection woks

Boulder masonry in cement mortar (1:6) in foundations and plinth.

Filling spall on side slopes behind pitching

Cement grouting stone ptiching 1:3:6 mixing by mechanical means using concrete mixer volumetric type

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M15

Providing, laying, jointing, fixing and testing ISI Marked uPVC Pipe with G.I. specials as per ISI-4985, including cost of G.I. specials such as tees, bends, sockets, elbows etc. testing inside building complete.uPVC Pipe 6 Kgf/cm2 50mm i/d

Providing boundary pillars reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 etc. Complete as per technical clause 806 of MOR and TH specifications.

GURJIT SINGH CONTRACTOR