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| 1 | SCHEDULE \"A\" |
| 2 | Formation rolling and consolidating in cutting with power road roller of capasity 8 to 10 tonne but not exc 12 tonne complete all as specified and directed |
| 3 | M&L for 200mm thick GSB of Shingle or gravel, spread, rolled and consolidated to gradient and camber required interstices filled, surface formedrolled and with 8 to 12 tonne capacity power roller and consolidated to required gradient and camber all as specified. |
| 4 | Laying and compacting 200 mm thick (compacted thickness) each layer of 100mm thickWater Bound Macadam (WBM) grading I of coarse aggregate with kankar or laterite (90 to 40mm)spread, rolled and consolidated to required gradient and camber complete all as specified and directed |
| 5 | M&L for preparingnew unsurfaced WBM of road by brushing with wire brushes for removing caked mud etc, sweeping with brooms & finallyfanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming coat/tack coat with bituminous primer @ 10.00 Kg/10 Sqmcomplete all as specified and as directed. |
| 6 | Material and labour for 40mm thick Bituminous premixsemi dense asphaltic concrete ofVG 30 or any paving bitumen 40mm consolidated thickness with 5.5% binder content by weight of total mix, rolled & compacted to required camber & gradient complete all as specified and directed. |
| 7 | M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads, pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. |
| 8 | M&L for 150 mm thick in 2 layers with each layer of 75mm thick Moorum/Red bajri,spread, rolled & consolidated to gradient & camber required to side shoulders all as specified and directed. |
| 9 | Material and labour for Pre-cast cement concrete kerb stone type B1, 1:2:4 (20 mm graded stone aggregate) exc.10cm in width & setting in cement mortar 1:4 complete all as specified and directed |
| 10 | M&L for preparation of new stone or plastered surfaces of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of primer all as specified and directed. |
| 11 | Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufacture\"s instructions complete all as specified and directed |
| 12 | Manufacturing, supplying and fixing retroreflective Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge. |
| 13 | Material and labourforPCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation,filling and mass concretecomplete all as specified and directed. |
| 14 | Material & labour for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick,wateredand rammed to a true surface complete all as specified and as directed. |
| 15 | M & L for sand filling ascushioning/bedding including watering and consolidation complete all as specified and directed. |
| 16 | M & L for 80 mm thick Machine pressed precast concrete interlocking paver block with grey cement and pigment, rubber mould vax finished, any shape and size confirming to IS 15658-2006, M-35 Grade complete all as specified and directed. |
| 17 | M & L for cement concrete type B-1 (1:2:4) using 20 mm graded stone aggregates for edging of interlocking tiles complete all as specified |
| 18 | M&L for Moorum filling in mounts laid in layers n exc. 15 cm thick, spread, leveled to the shape of mount & rammed including watering (stack measurements shall be considered for payment) all as specified and directed |
| 19 | Excavation over areas depth not exc 1.5 mtr and getting out in soft/oose soil complete all as specified and directed by engineer -in-charge |
| 20 | Removing excavated spoil to a distance exceeding 250 Mtrs but not exceedng 500m and depositing where directed at a level n.exc 1.5m above the starting point all as specified. |
| 21 | Excavation in trenches, not exceeding 1.5 M wide, and not exceeding 1.5M in depth for foundation etc and getting out in soft / loose soil all as specified and directed. |
| 22 | M & L for RCC pipe Class NP3 450 mm dia laid and jointedwith collarsall as specified and directed. |
| 23 | M & L for concrete bed to drain pipes incl packing under and haunching against the sides of pipes in cement concrete 1:3:6 type C2 using 40 mm graded aggregate for450mm dia pipe complete all as specified and directed. |
| 24 | M & L forBrick work with fly ash bricks, straight or curved in plan not exc 6 m radius built in CM 1:6 complete all as specified and directed |
| 25 | M & L for Plain cement concrete 1:2:4, type B0 (Using 12.50 mm graded aggregate)as in coping including necessary formwork complete all as specified and directed. |
| 26 | M&L for Rendering 15mm thick on brick/concrete surfaces in cement mortar 1:4 finished even and faircomplete all as specified and directed. |
| 27 | M & L for applying three coats of white wash over newly plastered wall surfaces all as specified and directed. |
| 28 | Returning, filling-in including spreading, levelling, watering andwell ramming in layers not exceeding 25cm using approved excavated soil all as directed. |
| 29 | M&L for 15mm thk rendering on brick / concrete surfaces, in cement mortar 1:6 finished fair and evencomplete all as specified and directed |
| 30 | M&L for PCC 1:3:6 type C1 (using 20mm graded stone aggregate) as in copingand surface chanels including throatingand use and waste of form work all as specified and directed. |
| 31 | M&L for Precastcement concrete type B-1, 1:2:4 using 20mm graded stone aggregate as in 100mm thick cover slab with 50mm dia holes every 150mm c/c horizontal and vertical set in CM 1:4 complete all as specified and directed. |
| 32 | M&L for Mild steel TMT bars 10mm dia & over, cut to length bent to shape required including cranking, bending spirally for hooping for columns, hooking ends & binding with & including mild steel wire (annealed) not less than 0.9mm dia or securing with clips or welded all as specified and directed. |
| 33 | All as per item No 32 abovebut for 8mm dia. |
| 34 | SIGNATURE OF CONTRACTOR |
