Construction of sluice gate at Matiparbat of Killing Kopilli junction RETENDER

Amount

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

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002 1005 1010 & 1202

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 III) Brick on edge laid in cement mortar (1:3)

(FORM WORK) Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. V) Marshy soil

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. including providing plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( asterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999 (Pile diameter-750 mm)

M.S.plate, 6 mm for.shutter skin

M.S.channel,150 x 75mm for stiffener

‘J’ type rubber seal, 125mm size

‘J’ type rubber seal corner, 125mm

M.S.Flat(50x6)mm for fixing Rubber seal

M.S.plate, 10mm for.shaft & counter wt. bracket

Nuts & bolts (assorted size)

M.S. washer (assorted size)

M.S.electrode,8 SWG

Filled D.A. gas

Filled Oxygen gas

Red Oxide primer

Antisol red oxide paint

Turpentine oil

Painting brush,3” size (@ 65/- per inch)

Wire brush

C.I.rollers with centre hole 20mm including suitable collar as directed including fine finishing of size,100 x 150 mm

F shapped roller bracket made of 10mm thick plate of size 75 x 200mm with hole as directed to accommodate the above rollars

Roller pin of length 150mm 7dia 16mm

H. S. Diesel

M.S.channel,200 x 75mm for Guide

M.S.channel,200 x 75mm for Top & Bottom

M.S.plate, 10 mm for base support

M.S. angle,(50x50)mm for anchoring

Guide channel separator stud (250mm-460mm)

MS shaft 65 mm

Thread cutting 2TPI 65 mm

HD Thrust ball bearing 65mm dia.

CI boss 2TPI 125mm x175mm

M.S. base plate 300mm x300mm (thickness 10mm)

M.S. Lock plate 300mm x 300mm (thickness 8mm)

C.C. counter weight circular type of 400mm dia around 100mm thick with 25 mm dia hole at centre & two handles for carrying weight of 30Kg each

Counter weight holder

C.I. pulley 16 mm to 25 mm dia. With centre hole as per direction 150mm

Pulley stand made of 100 x 50 mm channel for 150 mm

Pulley pin of 160mm dia.

Steel wire rope 16 mm dia.

G I pipe of 25 mm dia.

`U` clamp of size 16 mm.

Arc welding holder, 400/600 Amp.

Gas cutting nozzle

Arc welding cable 400/600 Amp.

Gas cutting hose, 12 mm dia (Red & Black)

Clamp for lock plate

M.S. Electrode 10 SWG

Nylon Rope

Waste Cotton

Coir rope

W.B. Grease

Bamboo bhaluka

Jati bamboo

Transformer oil

Skilled labour (Welder, Turner, Painter)

Unskilled labour

Hire charge of welding machine (8 hrs./day)

Hire charge of crane (8 hrs/day)

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 p g 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 of materials by tipper excluding cost of loading, unloading and stacking. (for 2 km lead/haulage) Case-II: Unsurfaced Gravel Road (1.10.a case-II)

Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Techincal Specification Clause 401: For Grading II Materials (Qnty = 0.125 x 1600 x 3.75)= 750 cum, (Rate as per Analysis)