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| 1 | M & L for repairs to pot holes not exc 1 Sqm each, incl sweeping free from dust and mud or water scoring sunken surfaces in roads, path etc. cutting around edges to at least 25 mm in depth, making good by filling in screened and graded road metal, watering and well ramming the surface complete all as specified and directed. |
| 2 | M & L for scarifying or picking up gravelled macadam/bituminious macadam in area exc 400 sqm and exc 50mm deep and not exc 150MM deep, including stacking, removal, rolling all as specified and directed |
| 3 | M & L for preparing existing black top surface by brushing with wire brushes for removing cacked mud etc. , sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a riming/tack coat with paving bituminous primer at 80/100 (VG-10) grade at 7.5 Kg per 10 Sqm for below BM surfaces. |
| 4 | M & L for premix bituminous macadam with 4% binder content (paving bitumen) laid/rolled and compacted to required gradient and camber (consolidated thickness n.exc. 50mm) all as specified and directed. |
| 5 | M & L for applying evenly a priming tack coat with bituminous primer @ 2.50 Kg / 10 Sqm of surface using paving bitumen complete all as specified and directed. |
| 6 | M & L for preparing the black top bituminous surface by brushing with wire brushes for removing cracked mud, sweeping with brooms and finally fanning the cleaned surfaces with air compressor to remove all loose dirt and applying evenly a priming tack coat with bituminous primer @ 5.0 Kg / 10 Sqm of surface using paving bitumen complete all as specified and directed. |
| 7 | M&L for laying and consolidating bituminous premixed ashphaltic semi-dense concrete 40 mm consolidtaed thickness with 5.5% binder content by weight of total mix by using paving bitumen (VG-30 Grade) any penetration rolled and compacted to required cambder and gradient etc. with mechanical paver and rolled with 8 to 12 Tonne power roller and complete all as specified and directed. |
| 8 | M & L for Marking strips, straight lines, zebra crossing and straight lines not less than 2 to 2.5 mm thick and exc 10 cm width with hot applied thermoplastic road marking paint of approved brand (White or yellow) by using automatic mechanical road painting machine with 8% glass beads (intermixed) all as specified and as directed by Engineer In Charge. |
| 9 | S&F in repair metal tubular delineator DA-74 or equivalent ( including dismantling of old delineator),made out of 45mm dia MS pipe of 600mm total height duly powerded coated and made of top quality and durable glass refelactor made of top quality weather resistance plastic material (thermo plastic polyster clastomer) 3 bands of green/red/yellow reflactor of size 25mm wide strips embeded in PCC (1:2:4) 150mmX150mmX300mm size. |
| 10 | S&F in repair solar cat eye Aluminium alloy shell (!00% water proofing design according to 65) (including dismantling of old delineator) of size 125mmx125mmx25mm (shank 60mm) of high efficiency Mono rystafine solar panel 2.4V/0.3 Watt one NI-ed rechargable Battery (1.2V/1600MA) consisting of six super bright LED with 10,000 to 18,000 mcd completed ad per manufatures instruction including taking out old cat eyes and removal from site etc all as specified and as directed. |
| 11 | Demolition of cement concrete (unreinforced) in ground floor and pavings n.exc.15 cm thickness (below or above ground level) and removing from site all as specified and directed. |
| 12 | Surface dressing n exc15 cm deep in soft /loose soil complete all as specified and directed by Engr-in-charge. |
| 13 | M & L Hardcore of guage exc 63mmbut n exc. 100 mm, deposited,spread and levelled in layers n exc. 15 cm thick, wateredand rolled/rammed to a true surface complete all as specified. |
| 14 | M & L for 100 mm thick PCC 1:2:4 mix type B2 using 40mm graded stone aggregate as in paving, floor complete all as specified and directed. |
| 15 | Material and labour for 16 mm thick outdoor parking colour designer pattern tile area exc. 0.18 sqm and not exc. 0.36 sqm fixed with 15mm CM 1:4 screed bed in floor with specifications, complete all as specified and directed by Engr-in-charge. |
| 16 | M & L for Filleting in any position and to any shape n. exc. 25 sq. cm in cement mortar 1:4 including all mitres, stops, etc. |
| 17 | M &L for 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 5 mm), including making drainage opening wherever required complete all as specified and directed by Engr-in-charge. |
| 18 | NOTE : SCHEDULE OF CREDIT (Amount on page No 26 shall be deducted offline from the total quoted amount to arrive at the net contract sum to be considered for acceptance.) Please Enable Macros to View BoQ information |
