Repair/Relaying of bituminous road from HVF T72 Gate to Pattabiram Railway Level Crossing including repair of damaged drain in front of EFA admin Gate.

Amount

Labour for site clearance such as cutting of bushes & plants and levelling the ground as specified and directed by E-in-charge

M & L for demolition of Brick Work built in Cement Mortar including removing Plastering, complete as directed by the Engineer-In-Charge.

M & L for demolition of Plain Cement Concrete, complete as directed by the Engineer-In-Charge.

Labour for preparing surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc in black top surfaces as directed by Engineer-in-charge

Labour for preparing surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc as directed by Engineer-in-charge

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm n exc .50mm deep as directed by Engineer-in-charge

M & L for Earth Work Excavation in trenches n exc. 1.5m wide and n exc. 1.5m in depth and getting out Hard/Dense Soil as directed by the Engineer-In-Charge.

Labour for Spreading and levelling of earth in layers n exc.25cm thick , well ramming including water as required as directed by the Engineer-In-Charge.

Removing of kerb stones and dismantling posts or struts ( wood ,steel or R.C.C ) any section,including taking out embedded portion and making good disturbed ground .

Labour for preparation of concrete surface for painting of any description not otherwise described over 10cm width or girth(kerb stone) as directed by Engineer-in-charge.

M & L for Applying evenly a paving bitumen priming/tack coat with bituminous primer at 10kg PER 10 sq metre add 2kg PER 10 sq meter as directed by Engineer-in-charge .

M & L for Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud , or water, scoring sunken surfaces in roads, paths,etc. cutting around edges to at least 25mm in depth, making good by filling in screened & graded road metal, watering and welln ramming but making good by applying tack coat @ 5 kg PER 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg PER 10 sq m, blinded with 0.09 cu m of stone hippings, 6.3 mm size and again well rammed (including supply of remixed macadam, binder and chippings). depth of potholes exc 30 mm as directed by Engineer-in-charge

M & L for Premix bituminous, macadam with paving bitumen any penetration laid/rolled and compacted to required radient and camber (consolidated thickness 75mm or less) as directed by Engineer-in-charge

M & L for Premix bituminous, macadam with paving bitumen laid/rolled and compacted to required radient and camber (consolidated thickness more than 75mm ) as directed by Engineer-in-charge (speed breaker purpose)

M & L for Bituminous premix asphaltic dense concrete 40mm consolidated thickness with 6% binder content (paving bitumen) by weight of total mix, rolled and compacted to required camber and gradient complete.

Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions.

Providing and applying 2.5mm thick road marking strips (retro- reflective)of specified shade /colour using hot thermoplastic material by fully /semi automatic thermoplastic paint applicator machine fitted profile shoe . Glass beads dispenser , propane tank heater and profile shoe heater . driven by experienced operator on road surface including cost of material , labour , T&P,cleaning the road surface of all dirt ,seals ,oil,grease and foreign material etc.complete as per direction of Engineer-in-charge and accordance with applicable specification.

Manufacturing, supplying and fixing retro reflective Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cmc/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge.

Manufacturing, supplying and fixing retro reflective Mandatory/ regulatory sign boards of 900 mm diametre with support length of 3750 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge.

M&L for preparation of old surface of any description over 10cm , girth or width, not otherwise described as directed by Engineer-in-charge.

M&L for two coats of synthetic enamel paint (ordinary tint ) on old surface of any description over 10cm ,girth or width, not otherwise described as directed by Engineer-in-charge.

Applying two coats of synthetic enamel paint over one coat of primer on kerb stones after preparation of surface exc.10cm width or grith as directed by Engineer-in-charge.

M & L for Sand Filling in surface channels and drains including watering and consolidation, complete as directed by the Engineer-In-Charge.

Taking down of cement or cement lime plaster on brick or stone walls ,etc.including raking out joints ,hacking for key, scrubbing down with water,etc.as directed by the Engineer-in- charge

M&L for precast cement concrete block masnory with solid blocks exc.10cm in width and setting in mortar 1:6, complete all as specified and as directed by the Engineer- in - charge

M & L for Reinforced Cement Concrete 1:2:4 Type B1 using 20 mm graded aggregate for Base, Walls and Wing Walls of Culvert & Drains, complete as directed by the Engineer-In-Charge.

M & L for providing Plain Cement Concrete 1:4:8 Type D2 using 40 mm graded aggregate in surface channels, drains and footpath complete as directed by the Engineer-In-Charge.

M & L for providing Plain Cement Concrete 1:1.5:3 using 12.5 mm graded aggregate in bedding with slope in drains and edges of roads , complete as directed by the Engineer-In-Charge.

M & L for Form Work using Steel or Wooden Planks for the Sides of Concrete Bases for drain complete as directed by the Engineer-In-Charge.

M & L for Form Work using Steel or Wooden Planks for Faces of Walls (Culvert & Drain) complete as directed by the Engineer-In-Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm, complete as directed by the Engineer-In-Charge.

M&L for providing precast cement concrete in windows or door cills , llintels, bressumers,steps,quoin blocks (for use with masonary),string courses, copings. kneelers,apex,stones,pier caps,columns,posts,boundry pillars,bed plates,pintle blocks,bonders(for stone walling).corbels,brackets,etc.(of any section indicated), with plain fair surfaces,includig chamfers,weatherings,throating etc and setting in mortar complete with joints to match but in landings,cover slabs(for man holes etc.)chullah hoods, chajjas,water troughs,mangers,sheleves and similar articles with plain faces as directed by the Engineer- in - charge

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line ,level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand ),including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm),including making drainage opening wherever required complete etc.as per direction of engineering -in - charge (length of finished kerb edging shall be measured for payment ).(precast C.C kerb stone shall be approved by Engineer-in- charge).

M&L for 40mm thickness cement concrete type B-0, 1:2:4 (12.5mm graded aggregate) as directed by the Engineer-In-Charge.

M & L for rendering 12 mm thick plaster on fair faces of brick work or concrete surfaces. (Cement Plaster 1:4). Rendering is to be finished even and smooth, complete as directed by the Engineer-In-Charge.

S & F of TMT Bars, 10 mm dia. and over, cut to length, bent to shape required, including cranking, bending spirally for hooping, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia. or securing with clips as directed by the Engineer-In-Charge.

S & F of TMT Bars, 8 mm dia., cut to length, bent to shape required, including cranking, bending spirally for hooping, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia. or securing with clips as directed by the Engineer-In-Charge.

M & L for Screed bed or bedding layer of mortar 20mm thick for laying floor finishes, using Cement Mortar 1:4 as directed by the Engineer-In-Charge.

M & L for fixing Chequerred precast cement concrete 22mm thick medium shade pigment using 50% white cement 50% grey cement in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles ,including rubbing and cleaning etc.complete,on 20mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand ) as directed by the Engineer-In-Charge.

S&F cast iron work grade FG 150, unmachined, in brackets, gully traps, gratings, railing, frames, manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters and similar articles as directed by the Engineer-In-Charge.

S & F of PVC(SWR) pipes 110mm dia single socketed in any length laid in trenches or in floors between road and drain as directed by Engineer-in- charge.

M&L for reinforced concrete pipes of 450mm diameter ,class NP3,laid and jointed complete with collars (Hume pipe) as directed by the Engineer-In-Charge.

Removing of Building Materials (Debris)including lead, lift, transportation etc., as directed by the Engineer-In-Charge.(ON CREDIT BASIS)

Removing of scarifying materials(Debris) including lead,lift,transportation etc.,as directed by the Engineer-In-Charge.(ON CREDIT BASIS)

Loganathan P

SUN CONSTRUCTIONS

HARI ENTERPRISES