REPAIR/ MAINTENANCE TO JOINTS FILLING, EPOXY, ELASTOMERIC

Amount

Material and labour Racking out existing filling in expansion, construction and dummy joints of width exceeding 08 mm but not exceeding 12 mm and required depth as specified by special tools like concrete cutter, wire/coir brushes/machines and joint cleaned thoroughly with application of compressed air, making free from all the loose material i.e. dirt, dust, grease existing sealing compound, filler board (as required) including stacked material of existing compound racked upto full depth (upto 40mm) of joints etc to entire satisfaction of Engr-in-Charge and filling the joint with polyurethane joint sealant compound using mechanical means with depth of joint sealing compound not less than 13mm (depth minimum above the backup rod) with minimum performance guarantee of 05 years and minimum movement accommodation factor (MAF) = 30% confirming to the requirement of BS-5212 and EN- 141875-2003 for Hydrolysis/ water resistance test including two coats of primer and filing the balance racked depth of joint with backup material i.e closed cell polyethylene to ensure tight packing, so that no gaps or void exist at the top of backup material separated by bond breaker tape over suitable size HD 100 filler board in position where required and applying masking tape on edge of joint to prevent accidental slippage of sealant on top surfaces to give a neat finish to the sealant and remove the masking tape after sealant is applied as required, complete all as specified and as directed.

All as per item No. 1.00 here-in-before but for joint width exceeding 20 mm and not exceeding 25 mm.

All as per item No. 1.00 here-in-before but for joint width exceeding 25 mm and not exceeding 30 mm.

All as per item No. 1.00 here-in-before but for joint width exceeding 30 mm and not exceeding 35 mm.

All as per item No. 1.00 here-in-before but for joint width exceeding 35 mm and not exceeding 40 mm.

Material and labour repair to top out spelled joints, broken corners and pot holes in concrete slab by chiselling/ mechanical cutter to provide regular prismatic cavity with sides perpendicular and cleaning off all loose or broken materials to a distance exceeding 50 m and not exceeding 100 metre. Cleaning and washing the surface and application of surface treatment with Epoxy, complete all as specified and as directed.

Material and labour repair to pot holes depth and girth upto 25mm in concrete slab. Cleaning the potholes with electric blower to remove the dust particles and applying primer properly and leave 30 minutes for settle down and fill with elastomeric concrete as per manufacturer instructions and compacted with tools, complete all as specified and as directed.

Material and labour repair to pot holes depth and girth upto 25 to 50 mm in concrete slab. Cleaning the potholes with electric blower to remove the dust particles and applying primer properly and leave 30 minutes for settle down and fill with elastomeric concrete as per manufacturer instructions and compacted with tools, complete all as specified and as directed.

Dismantling laid dry stone sett paving of any description or thickness upto 200mm in water bound macaddam of X sqm existing roads and removing dismantling material from site to a distance exceeding 1.50 Km and not exceeding 5 Km and deposing where directed by Engg-in-charge.

Material and labour for machine pressed precast cement concrete coloured interlocking paver block with grey cement and no pigment any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 M grade fixed with grey cement and pigment, complete all as specified and directed. Make : UNISTONE, NITCO, ULTRA, HINDUSTAN, MEHTAB TILES, CORAL, PAVIT, NTC

M&L PCC (1:4:8) type D-2 using 40 mm graded stone aggregate as in floor pavings, foundation, filling and mass concrete etc, complete all as specified and directed.

Material and labour for proving n exc 25 mm thick clean dry sand cushioning, spreading, levelling and in flooring, all as specified and directed.

M&L for PCC (1:2:4) type B-0 using 12.5 mm graded stone aggregate in plinth courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded for chamfered angles and throating etc, complete all as specified and directed.

Demolition of cement concrete of existing pavements (unreinforced) of any description and in any position of runway or pavements and removing demolished material from site to a distance exceeding 1.5 KM and not exceeding 5 Km and depositing where directed, complete all as specified and directed.

M&L for PCC (1:2:4) type B-2 using 20 mm graded stone aggregate as in floors, pavings etc, complete all as specified and directed.

SARJIT SINGH AND CO.

NEW GURBINDER INDUSTRIES