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| 1 | Material and labour for preparation of old black top surfacesby brushing with wire brushes for removing caked mud etc sweepingwith brooms and finally fanning the cleaned surface with gunny bages to remove all loose dirt etc complete all as specified and as directed by Engineer-in-charge. |
| 2 | Material and labour for repair to potholes any depth, not exc 1.00 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) complete all as specified and as directed by Engineer-in-charge. |
| 3 | Material and labour for applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate of application of 0.7-1 kg/sqm on surface of WWM/VVBM as specified in Table 500-3 of Morth specification for road and bridge works 2013, using mechanical sprayer complete all as specified and as directed by Engineer-in-charge. |
| 4 | Material and labour for premix Bituminous, macadam laid with mechanical paver rolled and compacted to required gradient and camber to consolidated thickness 75mm thick or less using paving bitumen binder ofgrade VG-30 @ 4% binder content by weight of total mixwith 8 to 10 tonne PS Clause 507 MORTH (5th Rev) specification and as specified and directed. Notes : 1. The contractor shall quotes the rate againstItemconsidering 4% VG-30 bitumen content. Job Mix Formula as per CIause. No. 505.3.3 of MORTH (5th Rev) for BM shall be worked out fromThapar Institute. of Engg & Tech. Patiala/ NIT Kurukshetra/ PEC Chandigarh/ CTL for obtaining Optimum Binder Contentby the Contractor without any financial effect to the Dept and same shall be submitted to GE/AGE(I) for approval before commencement of work. Any variation in binder content on minus side shall be adjusted @ Rs 42/kg of binder and no adjustment shall be made on plus side.2. Cost of filler i.e. cement (Ordinary portland cement/OPC) is deemed to be included in quoted rate.3. Only packed paving bituman VG-30 shall be used and same shall also be verified by GE on ground before start of execution of work |
| 5 | Material and labour for bituminous Premix Bituminous concrete laid by mechanical paver 30mm consolidated thickness with 5.5% binder (paving bitumen of grade VG-30) content by weight of total mix, and mixed with crushed aggregates of grading 2laidwith mechanical pavers and rolled & Compacted to required cambers and gradient with 8 to 12 tonne power roller complete all as per PS Clause 507 MORTH (5th Rev) specification and as specified and directed. Notes : 1. The contractor shall quotes the rate againstItemconsidering 5.5% VG-30 bitumen content. Job Mix Formula as per CIause. No. 505.3.3 of MORTH (5th Rev) for BC shall be worked out from Thapar Insti. of Engg & Tech. Patiala/ NIT Kurukshetra/ PEC Chandigarh/ CTL for obtaining Optimum Binder Content (OBC) by the contractor (OBC) by the E37 Contractor without any financial effect to the Dept and same be submitted to the dept for approval. Any variation in binder content on minus side shall be adjusted @ Rs 45/kg of binder and no adjustment shall be made on plus side.2. Cost of filler i.e. cement (Ordinary portland cement/OPC) is deemed to be included in quoted rate.3.Minimun one vibratory and one static/smooth wheeled road rollers should be present during execution of this items and cost of the same is deemed to be included in quoted unit rate |
| 6 | Supply and fixingcats eye white/yellow colour of ABS plastic metal with twoNos of red reflectorsincluding fixing with approved adhesive /fastener on road as in repairsincluding taking down of existing one complete all as specified and as directed by Engineer-in-charge. Make: DARK EYE (Cat No. DA 972P) (110X120X23.5 Wt 370 gms) or equivalent as approved by GE DARK EYE/GINNEBOY/YASH |
| 7 | Materail and labour for Painting lines, dashes, arrows, letters etc. on roads pavements and the like exc 10cm wide with road marking paint, white or golden yellow with glass beads complete all as specified and as directed by Engineer-in-charge. |
| 8 | Supply and fixing ABS speed breakers/ Rubber rumbler including fixing nails / screws / polymer and surface dressing for even and levelled surface as in repairs including taking down of exisitng one complete all as specified and as directed by Engineer-in-charge. |
| 9 | Demolition of cement concrete(unrienforced) in ground floors and paving not exc 15 cm in thickness (below or above ground level), complete all as specified and as directed by Engineer-in-charge. Note :- The quoted rate shall deemed to be inclusive of dispose off all the demolished material outside the MOD land |
| 10 | Material and labour 100mm thick cement concrete type C-2, 1:3:6 (using 40mm graded stone aggregate) as in,sub-floors, sub base, floors ,hard standing and paving etc complete all as specified and as directed by Engineer-in-charge. |
| 11 | Material and labour for laying/spreading 25mm thick sand over sub-baseincluding watering and consolidation as cushion for interlocking paver blocks complete all as specified and as directed by Engineer-in-charge. |
| 12 | Material and labour for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness Grade M-35 with grey cement and pigmentas complete all as specified and as directed by Engineer-in-charge. |
| 13 | Material and labour forcement concretetype B-0 1:2:4 (using12.5mm graded stone aggregate) as stops, rounded or chamfered on edges for kerbs stones complete all as specified and as directed by Engineer-in-charge. |
