REPAIR TO HARD STANDING COMPOUND WALLS,BARBED WIRE FENCING GATES AND DRAIN AND MISC WORKS IN UNDER AGE BR-I (C) OF GE (CENTRAL) KIRKEE

Amount

Dismantling posts or struts (wood, steel or R.C.C.) any section,in concrete, brick work masonary including taking out embedded portion and making good disturbed ground.

Excavation in post holes (or similar holes) each n.exc 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n.exc 50m and making good surface in any type of soil complete all as specified and directed by Engineering in Charge .

S&F for mild steel work as in Posts & struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc and similar work confirming to Fe-290 Gde E-165 complete all as specified and directed by Engineering in Charge .

Fixing only for mild steel work as in Posts & struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc and similar work confirming to Fe-290 Gde E-165 complete all as specified and directed by Engineering in Charge .

S&F in repairs for Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and strain-ing and fixing to any type of standard rails straining bolts, includig, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc as directed (each line wire to be measured) complete all as specified and directed by Engineering in Charge .

Restraining resecuring including making good staples etcr Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and strain-ing and fixing to any type of standard rails straining bolts, includig, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc as directed (each line wire to be measured).

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified and directed by Engineering in Charge .

Supply only Chain link MS galvanisd fencing, any size or type complete all as specified and directed by Engineering in Charge .

S&F,TMT Bar 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips,complete all as specified by Engr-in-Charge

Ditto all per item No09 above but 5mm dia and over upto including 10mm dia in stirrups, spacers and binders,complete all as specified by Engr-in-Charge

Excavation in trenches not exc 1.50mtr wide and not exc 1.50mtr in depth for foundation etc and getting out in soft / loose soil complete all as specified and directed by Engineering in Charge .

Excavating over areas, in hard rocks ,exc 1.5 m deep and getting out n hard rock complete all as specified and directed by Engineering in Charge .

Dismantling Brickwork or stone/ boulder masonry, built in lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles built in cement mortar complete all as specified and directed by Engineering in Charge .

M&L for brick work with fly ash bricks straight or curved on plan exc 6 m mean radius in CM 1:6

Pre-cast cement concrete block masonry with solid blocks,Type C5 1:5:8(20 mm grade aggregates) exc. 10 cm in width and setting in mortar, complet complete all as specified and directed by Engineering in Charge .

Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM (1:4) complete all as specified and directed by Engineering in Charge .

Taking down cement plaster from brick or block masonry walls including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineering in Charge .

M&L Rendering 10mm thick on fair faces of Brickwork or concrete surfaces in CM 1:4 finished even and smooth without using extra cement mixed with WPC as per manufacturer instructions complete all as specified and directed by Engineering in Charge .

M&L Rendering/plastering, 15 mm thick in cement mortar (1:4 )on fair faces of stone masonry or concrete sur face of wall with WPC ( WPC will be measured seperately) complete all as specified and directed by Engineering in Charge .

M & L for preparation of new plasterd or unplastered surfaces of walls and applying two coat of cement base paint icluding Priming plastered and other surfaces with alkali resistant prim complete all as specified and directed by Engineering in Charge .

M & L for preparation of old plasterd or unplastered surfaces of walls and applying one coat of cement base paint complete all as specified and directed by Engineering in Charge .

Demolition of plain cement Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed by Engineering in Charge .

Providing reinforced cement concrete type B-l, 1:2:4 (20 mm graded aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area n exc 100 sq. cm, with or without chamfered angles and flat, splayed, rounded or mitred tops as directed and fixed complete all as specified and directed by Engineering in Charge .

M&L for cement concrete in foundation, filling and mass concrete (1:3:6 ) type C-2 with using 40mm graded crushed stone aggregate.

M&L PCC (1:3:6) type C-2 using 40mm graded stone aggregates in surface channels and drains complete all as specified and directed by Engineering in Charge .

M&L PCC (1:2:4) mix type B-0 (using 12.5 mm graded stone aggregate) finished even and smooth without using extra cement in copings complete all as specified and directed by Engineering in Charge .

M&L Extra for forming fair finished of drain channel 30cms inner girth in cement concrete using extra cement incl. forms, moulds, mitred/ stopped ends etc complete all as specified and directed by Engineering in Charge .

Reinforced cement concrete M-25, 20 mm graded aggregates(Disgn mix) as Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete etc.complete all as specified by Engr-in-Charge

Reinforced cement concrete M-25, 20 mm graded aggregates(Disgn mix) as in Columns, pillars, piers,posts and struts etc.complete all as specified by Engr-in-Charge

S&F mild steel, Fe 410-W (Gde E- 250 quality-A) Framed work as in doors or gates of angle or other section with gusset plates, rails,braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering,running rails and guides) and hanging;as in gate including all necessary fitting, also fastening and fixing complete all as specified by Engr-in-Charge

S&F,Mild steel in flat, round or square bars,Fe 410-W (Gde-E-250) in available length,complete all as specified by Engr-in-Charge

Preparation of new steel surfaces of any description, over 10 cm width or girth and applying two coats of synthetic enamel paint including one coat of redoxide primer complete all as specified

Preparation of old steel surfaces of any description, over 10 cm width or girth and applying one coats of synthetic enamel paint complete all as specified

M&L for precast cement concrete Type C1, 1:3:6 (20mm graded aggregate) in landings, cover slabs (for drain etc), chullah hoods, chhajja, water troughs, shelves and similar articles with plain faces, setting in CM 1:6, complete all as specified and directed by Engineering in Charge .

M&L for Hard core, of broken stone/boulders , broken to gauge n exc 63 mm complete all as specified and directed by Engineering in Charge .

M&L for 100 mm thick Cement concrete type B- 2, 1:2:4 (40mm graded aggregate)

M&L for 25 mm thick Cement concrete type B-1, 1:2:4 (20mm graded aggregate) complete all as specified and directed by Engineering in Charge .

Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter,complete all as specified by Engr-in-Charge

Supply only Water Proofing Compound complete all as specified and directed by Engineering in Charge .

PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors, Wall complete all as specified and directed by Engineering in Charge .

M&L Machine pressed precast concrete interlocking paver block with rubber moulded any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grad with grey cement and pigments over & including 25mm sand cushion over 25 mm thick PCC 1:2:4 type B-1 using 20mm graded stone aggregate over sub base ,of approved design & pattern as approved by GE, set complete all as specified and directed by Engineering in Charge .

M&L Chequered cement concrete tiles rubber moulded 30cm x 30cm x 25mm thick set, jointed and pointed in near cement slurry in floors, with grey cement and pigments over and including 15 mm thick screed bedding in CM 1:6 complete all as specified and directed by Engineering in Charge .

M&L15-20 mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, win dow-cills, cooking plat forms and like in cement 10 mm thick mortar (1:3) including point ing in white cement (1:2) us ing marble dust with admix ture of pigment to match with shade of granite. complete all as specified and directed by Engineering in Charge .

Returning, filling in hard / dense soil spreading, levelling, watering and well ramming in layers n. exc. 25 cm complete all as specified and directed by Engineering in Charge .

Removing excavated soil n. exc. 50m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and directed by Engineering in Charge ..

Dubbing out average 10mm thick on irregular face of walls (when specifically ordered in writing) in CM(1:4) complete all as specified and directed by Engineering in Charge .

Raised pointing to random or polygonal rubble, un coursed or brought upto courses in CM(1:4)complete all as specified and directed by Engineering in Charge .

Demolition and breaking up drain pipes ( salt glazed ware AC/RCC) drain pipes set in cement mortar, dia of pipe 150 mm complete all as specified and directed by Engineering in Charge .

Demolition and breaking up drain pipes ( salt glazed ware AC/RCC) drain pipes set in cement mortar, dia of pipe 200 mm complete all as specified and directed by Engineering in Charge .

Cutting into existing manholes for connecting new drains,making good to pipe and rendering ,cutting out existing benching for and forming branch channel (1/2 round or 3/4 section)in cement concrete 1:2:4 type B-1 smooth finished ,and reforming benching as required for 150mm dia of pipescomplete all as specified and directed by Engineering in Charge .

M&L for cement concrete 1:4:8 type D-2 using 40 mm graded coarse aggregate in foundation filling and mass concretecomplete all as specified and directed by Engineering in Charge .

M&L for PCC 1:3:6 Type C-1 using 20 mm graded coarse aggregate as in coping including necessary formwork and benching in bottom of manholes in half round shape complete all as specified and directed by Engineering in Charge .

M&L for Reinforced concrete pipes, 150 mm bore, class NP-2, laid and jointed complete with collars complete all as specified and directed by Engineering in Charge .

M&L for Reinforced concrete pipes, 200 mm bore, class NP-2, laid and jointed complete with collars complete all as specified and directed by Engineering in Charge .

M&L for Concrete drain bed in PCC 1:4:8 ,Type D2 for 150mm dia pipes including side haunching packing under haunching against the sides of pipes after they are laid and tested all as specified

M&L for Concrete drain bed in PCC 1:4:8 ,Type D2 for 200 mm dia pipes including side haunching packing under haunching against the sides of pipes after they are laid and tested complete all as specified and directed by Engineering in Charge .

VP DEVELOPERS AND CONTRACTOR

MAHESH DADAJI BACHHAV

GGS Infra

S.R.M.K Enterprises

V.R.PRAJAPATI AND CO.

M/S JAYCONSTRUCTION CO

Parhar Enterprise

M/S SANDEEP H BHINGARDIVE