Construction of embankment along the R/B of river Sessa from Lezai Tiniali to Garudharia Patra Gaon

Amount

Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.

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 Technical Specification Clause 201. (ii) By Mechanical Means (b) In area of thorny jungle

Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps 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 ii Girth above 600 mm to 900 mm

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

Uprooting bamboo clumps where bamboo already removed including removing stumps to a distance as directed.

Providing stone piles of required diameter and length up to 10.00m in ordinary / dense soil etc. using 25 mm down graded stone aggregate or river gravel including cost of boring including watering, ramming etc. as required, Cost of T&P complete as directed and specified by the department. b) Pile Dia 300 mm

Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

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 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 For 2 Kms

Construction of temporary 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 placing 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)

Excavation of drainage channel to the proper grade and slopes as required including desposing the excavated debris/soil to a safe distance of beyond 100 m distance as directed. Wet & Sticky Soil For lead up to 30m and all lifts

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

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. V) In marshy soil i) upto 3 m depth B) Mechanical Means (ii) With dewatering

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without Plasticiser A. P.C.C grade M 15

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without Plasticiser C. RCC Grade M20 (Case I) Using concrete mixer

Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/SAIL/ Esser Steel/Jindal panther steel/ Shyam steel or equivalent)

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301.

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.

Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301

Construction of whole bamboo single palisading with matured bhaluka bamboo posts 7.5cm to 10 cm dia.,15 cm clear apart 1.50m to 1.80m above ground and 1.00m to 1.20m below ground with bhaluka bamboo inclined struts placed at 1.5m a part tied with three rows of horizontal half jati bamboo kamies etc. complete as directed. (Using Bhaluka Bamboo at the rate of 10.14 nos/ Rm & Jati Bamboo at the rate of 2.40 nos / Rm)

Serviceable empty cement bags

Labour charge for laying and pitching earth filled cement bags including excavation and borrowing earth, breaking clods, filling in bags and supplying and stitching the mouth with jute sutli, etc. complete as directed. (cement bags will be supplied by the department free of cost). For borrowing earth from a distance beyond 30m. & up to 60m.

Dewatering by 5 H.P. water pump including supply of necessary fuel, engine oil and pump operator etc complete.

M.S. plate for skin plate of shutter of 10mm thick

M.S. channel for frame, horizontalgirders and vertical stiffners

M.S. flat for Rubber seal, size

J-Type rubber seal, 125mm

J-Type rubber seal corner, 125mm

M.S. washer

M.S. Nuts and Bolts 6mm dia x 37 mm length

Rubber bostic, 100 ml packet

C.I. Guide roller

Guide roller M.S. bracket

Guide roller M.S. shaft

M.S. guide channel

Fabricated G.I. Pipe 25mm for separator bolt

M.S. separator stud 25mm dia x 75mm length

M.S. screw shaft (60mm dia)

M.S. screw shaft pin, 19mm dia

Fabricated M.S. base plate, 600x600x10 mm

Fabricated M.S. tool plate, 300x300x10 mm

Fabricated M.S. lock plate, 300x300x6 mm

Fabricated M.S. tool post made of 75x75x6 mm angle

C.I. Boss 200mm (L) x 150mm (D)

H.D. thrust bearing 50mm dia

Lock plate separator made of M.S. pipe 15mm dia x 50mm

C.I. Grove pulley 250mm dia

C.I. Grove pulley 200mm dia

Pulley Pin

Fabricated pulley stand for fixing 250mm dia pulley

Fabricated pulley stand for fixing 200mm dia pulley

Steel wire rope 16mm dia (Tested quality)

U Clamp for 16mm dia wire rope

G.I. pipe 25mm for handle of Boss

C.I. Counter weight

Counter weight bolt 25mm x 600mm length

Counter weight fixing nut and bolt

G.I. thimble

M.S. Nuts and Bolts for tool post, lock plate and washer

L Bracket made of 10mm M.S. Plate for screw shaft

M.S. channel 200 x 75 mm for bottom channel

M.S. plate 6mm thick for anchoring

2nd stage concreting, Civil works for guide channel and bottom channel installation

M.S. supporting channe 3.5 x 1.2 x 4.00 M

M.S. channel 200 x 75 mm for top channel

M.S. cross channel 100 x 50 x4.7 mm

M.S. block sheet for plateform top 4mm

M.S. for ralling post 50 x 50 x 6 mm

M.S. angle for ladder 50 x 50 x 6 mm

G.I. pipe 25mm for railling

M.S. Nuts and Bolts (Assorted size)

M.S. washer (Assorted size)

Red Oxide Metal Primer

Synthetic Enamel Paint (P/.O. Red)

G.P. Thinner

White Paint

Black Paint

Welding cable 600 Amp

Gas Hose pipe (Red)

Gas Hose pipe (Green)

Welding Holder, 600 Amp

Welding Helmet

M.S. Electrodes, 8 SWG

M.S. Electrodes, 10 SWG

Acetylene Gas Cylinder

Oxygen Gas Cylinder

Cutting torch

Acetylene Regulator

Oxygen Regulator

Welding Glass (Black)

Welding Glass (White)

Welding Mask with Handle

Welding Gloves

Welding Googles

Steel wire brush

Mobile

H.S.D. Oil

Waste cotton

W.B. Grease

Painting Brush, 3"

Emery Paper

Hacksaw blade

Washing soap

Kerosene oil

Nylon rope, 25mm dia

Transportation of materials up to the work site

Febrication and Field painting

Overhead charge and contractor's profit

Erection of equipments

Marketing cost

Temporary jigs and fixtures

Cutting cost