Construction of new embankment from Notun Bazar to Matijuri PWD Bridge on left bank of river Katakhal (Ph-I)

Amount

Cutting of Trees, including cutting of trunks , branches and removal of stumps & roots , refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical specification Clause 201 .A. Lead upto 100 m (i) Grith above 300 mm to 600 mm.

Cutting bamboo , uprooting roots & stumps including removing them from the site of work, etc. complete as directed.

Construction of temporrary shed of two roof with mud plinth of 0.45 m height above ground level with Bhaluka bamboo post 1.5 m apart driven at atleast 0.75 m below ground and height above plint 2.5m. Split Jatti bamboo wall mud plastering white washing 2 coats, 10 cm thick touch roofing over bamboo rua frame pplacing at 0.15 m clear apart fitted with bamboo kamies from binding doors and windows with Bamboo Chattai strengthening with Bamboo frame binding with wire etc compple as directed. (Using Bhaluka Bamboo at the rate of 6.00 nos/ Rm & Jati Bamboo at the rate of 61.00nos / Rm)

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, sapling and trees of grith 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 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause201 (i)By Manual Means.(a) In area of non thomy jungle.

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, 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.(II) With dewatering upto 3 m depth

Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.(b).Brick on edge soling

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. B) With Natural Gravel. II P.C.C. grade M 20.i) Nominal mix (1:2:4)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.B.IV RCC Grade M 25 i) For height upto 5 m

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row.Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.1000 mm dia

Construction of embankement with approved materials obtained from borro pits with a lift upto 1.5 m , transporting to site ,spreading, grading to required slope and compacting to meet required of Tables 3000.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i)Private Land.

Haulage excluding Loading & Unloading A. Haulage of materials by tipper excluding cost of loading, unloading and stacking. Case-II: Unsurfaced Gravel Road. Distance = 5 KM

Collection of sand gravel from approved quarry containing 60% sand and 40% gravel free from disintegrated and flaky pieces of vegetation and other deleterious matters , adherent coating etc. including stacking in suitable stacks at quarry site and payment of forest royalty etc. complete as directed.

Labour charge for laying of soling stone, brick bats, broken stone metal, sand gravel etc. on approach road including ramming dressing the seat and local carriage of materials up to a distance of 60 m complete as directed

M S Plate 6 mm for Shtter

M.S. Angle 75 x75 X 6 mm mm for stiffener

M.S.Channel 75x75 mm for guide

M.S.Angle 75 x 75 x 6 mm for guide

M.S.Channel 75X 75 mm for top and bottom

M.S Shaft 75 mm diameter

G.I.Pipe 15 mm

HD Thrust bearing 50 mm dia

Nuts and botls, assorted size

M.S.Electrodes 8 swg

painting brush 3"

wire brush

Emery paper

Anti corrosive paint 10 lit.tin.

Terpentine oil

2 TPI thread cutting including finefinishing for 40 mm dia shaft.

D.A. Gas

Oxygen gas for all works

Installation and Commissioning of Sluice Gate

JAYSHREE DEB