CWE/CHM-94/2025-26 REPAIR OF COMPOUND WALL, PATH, CULVERT, DRAIN, FENCING GATE AND HARD STANDING IN SECTOR F, SECTOR D AND OTM ACCN UNDER AGE B/R-I OF GE CHANDIMANDIR AT CHANDIMANDIR MIL STN

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground complete all as specified and as directed by Engineer-in-charge.

Supply and Fixing mild steel work as in iron posts/ fencing post and struts, round bar 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 or revetting and similar work conforming to Fe 290, Gde-165 complete all as specified and as directed by Engineer-in-charge.

Excavation in post holes (or similar holes) in hard and dense soil each not exceeding 0.5 cum, getting out and removing surplus soil to a distance not exceeding 50 m and making good dusturbed surface complete all as specified and as directed by Engineer-in-charge.

M&L for preparation of new steel surfaces not otherwise described exc 10 cm width or girth and applying two coats of synthentic enamel paint over a coat red oxide primer complete all as specified and as directed by Engineer-in-charge.

M&L for Prepration of old painted surfaces of steel of any description not otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed by Engineer-in-charge.

Dismantling wire mesh fencing, any type complete all as specified and as directed by Engineer-in-charge.

Supply only chain link fencing of any type and size of dia not exceeding 4.00 mm galvanized steel wire, size of mesh as approved, complete all as specified and as directed by Engineer-in-charge. Note: Unit weight (weight per sqm) of chain link fencing shall be ascertained as per site through a BOO convened by GE in presence of Contractor's authorised rep and shall be kept in record.

Supply only 3 mm dia PVC coated chain link fencing of galvanized steel wire, size of mesh as approved complete all as specified and as directed by Engineer-in-charge. Note: Unit weight (weight per sqm) of chain link fencing shall be ascertained as per site through a BOO convened by GE in presence of Contractor's authorised rep and shall be kept in record.

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

Supply Only Mild steel round bars 10 mm dia and over, cut to length, as fixed in chain link fencing as line wire along the length as required complete all as specified and as directed by Engineer-in-charge. Note: Rate of fixing the same shall deemed to be included in the rate quoted against the item no 12.00 here-in-before.

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by Engineer-in-Charge.

Supply and fixing of Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates conforming to Fe 290, Gde-E-165 including Dismantling of Mild Steel work of any description, complete all as specified and as directed by Engineer-in-charge.

Dismantling Asbestos cement (corrugated, semi-corrugated) sheets as in roof coverings complete all as specified and as directed by Engineer-in-charge.

S&F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet, 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and as directed by Engineer-in-charge.

Taking down cement plaster from brick walls or concrete surfaces including raking out joints, hacking out for key, scrubbing down with water complete all as specified and directed and removing rubbish etc. complete all as specified and as directed by Engineer-in-charge.

All as per serial Items No. 55.00 here-in-before but except bricks.

Supply only integral water proofing compound, ISI Marked, complete all as specified and as directed by Engineer-in-charge.

M&L for Preparation of new plastered surfaces of walls and applying two coats of cement base paint complete all as specified and as directed by Engineer-in-charge.

Material & Labour for de-silting the drains, removal of mud, removing the grass, vegetation, shurbs etc from drain and removing the excavated spoil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-charge.

M&L for Plain Cement concrete 1:3:6, type C-2 (using 40 mm graded crushed stone aggregates) as in surface channels and drains complete all as specified and as directed by Engineer-in-charge.

S&F Framed work such as grills, gratings, etc. with ends of bars shouldered and/ or rivetted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 290, Gde-E-165 as in cattle trap complete all as specified and as directed by Engineer-in-charge.

M&L for preparation of old painted surfaces of concrete of any description over 10 cm in width or girth and applying one coat of synthetic enamel paint complete all as specified and as directed by Engineer-in-charge.

M&L for preparation of old painted surfaces of concrete of any description over 10 cm in width or girth and applying one coat of acrylic emulsion paint complete all as specified and as directed by Engineer-in-charge.

Demolition of reinforced concrete of any description and in any position not otherwise specifically provided for including reinforcement cut as required to facilliate demolition complete all as specified and as directed by Engineer-in-charge.

M&L for RCC 1:2:4 (nominal Mix), using 20 mm graded aggregates as in slab supported on walls, beam and column in floors, roof, landing, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engineer-in-charge.

M&L for TMT bars 10 mm dia and over, cut to length, bent to shape as required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed by Engineer-in-charge.

Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan necks etc. including cleaning or refixing or removal to store complete all as specified and as directed by Engineer-in-charge.

S&F Factory made precast RCC Drain covers, M-35, of size 600 mm x 1000 mm x 75 mm with plain faces, including MS frame around the perimeter, set in position with cement motar 1:4 complete all as specified and as directed by Engineer-in-charge.

S&F Factory made precast RCC Drain covers, M-35, of size 600 mm x 1200 mm x 75 mm with plain faces, including MS frame around the perimeter, set in position with cement motar 1:4 complete all as specified and as directed by Engineer-in-charge.

M&L for providing 25mm thick precast cement concrete louvres and jallies, in PCC 1:2:4, type B-0 (using 12.5 mm graded stone aggregates) measured solid, including all mouldings but excluding frame and set in cm 1:4 complete all as specified and as directed by Engineer-in-charge.

Demolition of stone slabs and tiles of any description or thickness in floors aprons etc laid dry or laid dry and pointed complete all as specified and as directed by Engineer-in-charge.

M&L for Machine cut kota stone slab in flooring etc., 18-20 mm thick laid over cement sand screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab over and including 15 mm thick cement screed in CM 1:6, including rubbing and polishing complete all as specified and as directed by Engineer-in-Charge.

Demolition of cement concrete in ground floors and paving not exceeding 15 cm thick (below or above ground level) complete all as specified and as directed by Engineer-in-charge.

Providing and laying 80 mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed by Engineer-in-charge.

Providing and laying 60 mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed by Engineer-in-charge.

Providing and laying 40 mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed by Engineer-in-charge.

M&L for PCC 1:2:4 type B-1 (using 20 mm graded stone aggregates) in lintels upto 1.5 clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers ,apex stones, bed plates, water troughs and the like including use of formwork (straight or curved), including weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed by Engineer-in-charge. Note :- reinforcement where provided shall be measured and paid separately.

M&L for 75 mm PCC 1:4:8, type D-2 (using 40 mm graded stone aggregates) as in sub base complete all as specified and as directed by Engineer-in-charge.

M&L for coloured glazed/ polished chequerred cement concrete tiles, superior quality, of size 30cm x 30cm x 20-22 mm as in floor set, jointed in neat cement slurry over and including 15 mm thick screed orscree bed in CM 1:6 complete all as specified and as directed by Engineer-in-charge.

Material and labour 1st quality, heavy duty vitrified parking tiles of approved shade, of size 300 mm x 300 mm x 10 mm thick as in floors / path etc, set & jointed in neat cement slurry over and including 15 mm thick screed bed in CM 1:6 & pointed in matching coloured polymer cement based grout to match complete all as specified by 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 m

ortar 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 5 mm), including making drainage opening wherever required complete all as specified and as directed by Engineer-in-charge.

QUINTAL