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| 1 | M&L for Scarifying or picking gravelled. Macadam or bituminous macadam surfaces in area n.exc 400 sqm and exc 50 mm and not exc 100mm deep including removing the same n exc 50 mtr and stacking complete all as specified and directed. |
| 2 | M&L for Laying and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as pe table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradien and camber complete all as specified and directed.The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013. |
| 3 | M&L for Premix Bituminous macadam using 4% of bitumen contents laid and rolled and compacted to required gradient and camber etc with 8 to 12 tonne power roller (consolidated thickness upto 75 mm or less) complete all as Specified and directed. |
| 4 | M&L for applying evenly a priming/ tack coat with using Paving bituminous primer at 10 kg per 10 sqm on WMM surfaces complete all as Specified and directed. |
| 5 | M&L for Preparing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags/by mechanical means to remove all loose dirt etc complete all as specified and directed. |
| 6 | M&L for applying evenly a priming/ tack coat with using Paving bituminous primer at 5 kg per 10 sqm complete all as specified and directed. |
| 7 | M&L for Bituminous premix asphaltic semi dense concrete 30mm consolidated thickness with 5.5% binder content of paving bitumen gde- VG-30 by weight of total mix, rolled and compacted mixed in mechanical hot mixed plant and premixed material laid with mechanical paver, finished including rolling to required gradient and camber with 8 to 12 tonne power roller to required compaction complete all as specified in the relevant clause of SSR Part-I (2009) and complete all as specified and directed by Engr-in-Charge.Note:- (a) Rate deemed to be included for making good of any undulation/damages in wearing surfaces, where semi dense asphaltic concrete to be laid.(b) Semi dense ashpalthic bituminous concrete shall be desinged as specified and binder content shall be provided as per design mix, contractor shall quoted his rates considering the bitumen contents as 5.5%. Any variation in binder content on minus side shall be adjusted at the rate of Rs 50.00 per kilogram of binder but variation in binder plus side shall not be paid extra, contractor shall quote accordingly. |
| 8 | Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc 15cm thick complete all as specified and directed. |
| 9 | M & L for preparing bituminous surfaces of road and marking 1mm 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. |
| 10 | S&F in repair Cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed. |
| 11 | Dismantling structural steel work including doors, gates but excluding framed truss etc complete all as specified and directed. |
| 12 | S&F in repair Metal tubular dealineator made out of ABS round body fitted with 2 Nos 65mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (200x200x300mm) type B1 complete all as specified and directed. |
| 13 | PCC 1:3:6 type C2 (40 mm gradede aggregate ) as in surface channels and drains complete all as specified and directed. |
| 14 | M & L Brick work using old size bricks with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed. |
| 15 | M&L for rendering 15mm thick external surfaces on brick/concrete surfaces in CM 1:4 finished even and smooth without using extra cement with WPC 2% by wt of cement. Note:-WPC measured and paid separatly complete all as specified and directed. |
| 16 | Supply only liquid water proofing compound ISI marked complete all as specified and directed. |
| 17 | Extra for forming fair finished drain or chennel 30 cm and over inner girth in cement complete all as specified and directed. |
| 18 | S and F of framed work as in doors,grills or gates of angle or other tubular steel section with gusset plates, rails, braces, including ancher nut, bolt & washer of any size as required etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening ,necessary welding and fixing complete all as specified and directed. |
| 19 | M & L for preparation of new or previously untreated surfaces of steel any description over 10cm in width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed. |
| 20 | Dismantling of machine pressed precast concrete inter locking tiles/paver block of any description or thickness in floors, aprons etc complete all as specified and directed. |
| 21 | Demolition of Brickwork or stone/ boulder masonry, laid dry built in cement mortar or cement lime mortar incl all quoins,arches,pillars etc but excluding ashlar facing,dressed stone works and precast concrete articles complete all as specified and directed. |
| 22 | Sand filling under floors for cushioning of including watering and consolidation complete all as specified and directed. |
| 23 | Screening road metal, chippings etc on the site of the work when specially complete all as specified and directed. |
| 24 | M & L for machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and no pigment complete all as specified and directed. |
| 25 | Re laying for machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and pigment/glazed lacquer resin hardner paint complete all as specified and directed.(Note: No extra paint shall be paid seperately for pigment /glazed lacquer resin hardner paint). |
| 26 | M & L for Providing, cement concrete type B1, 1:2:4 (using 20 mm graded stone aggregate) in cills, steps; seismic and other similar bands, plinth courses copings including necessary form work complete all as specified and directed. S&F steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes confirming to I.S. 1161-1998 Please Enable Macros to View BoQ information |
