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| 1 | M&L for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS:8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MORTH specification for road and bridge works 2013, using mechanical sprayer including cleaning of existing surface complete all as specified and directed by Engr-in-charge. |
| 2 | M&L for Bituminous premixed asphaltic semi-dense concrete 40mm thick (consolidated thickness) with 5.5% binder (Paving bituminous VG-30 Grd) content by weight of total mix and rolled with 8 to 10 tonne power roller and compacted to required camber and gradient complete all as specified and directed by Engr-in-charge. Note : Repair of road to be carried out in Patches. |
| 3 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 sqm and not exceding 50 mm deep including applying evenly a priming tack coat of cutback bitumen RC- 70 217 at a rate of application of 0.2-0.3 kg/sqm on bituminous as specified in Table 500-5 of MORTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed by Engr-in-charge. |
| 4 | M&L for premix bituminous macadam with 4.5% binder content (paving bitumen VG-30) by weight of total mix by hot mix process laid/ rolled and compacted to required gradient and camber consolidated thickness 75 mm or less complete all as specified and directed by Engr-in-charge. |
| 5 | M&L for Bituminous premixed asphaltic semi-dense concrete 40mm thick (consolidated thickness) with 5.5% binder (Paving bituminous VG-30 Grd) content by weight of total mix and rolled with 8 to 10 tonne power roller and compacted to required camber and gradient and applying evenly a priming tack coat of cutback bitumen RC- 70 217 at a rate of application of 0.2-0.3 kg/sqm on bituminous as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed by Engr-in-charge. |
| 6 | M&L for marking 2.5mm thick center line, stop line, dashes, arrows, brackets and similar work on road surfaces and like not exceeding 15cm wide as per IRC pattern with thermo plastic paint of approved make and mix with 8% mica sign applicator machine, complete with traffic diversion arrangement. For example : Painting work on Zebra crossings, speed brakers etc. complete all as specified and directed by Engr-in-charge. (Make-CMS Bombay/Shivalik/Prime-Chandigarh /Ritacto-Meerut/SN Industries-Delhi). |
| 7 | S&F in repairs cat eye solar reflective type of metal body alloy of size 100mmx 100mmx 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per manufactures instructions complete all as specified and directed by Engr-in-charge. Make: Dark Eye/Cat Eye/3M |
| 8 | S&F in repairs, Solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mmx 125mmx 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/0.30 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd as per manufactures instructions etc. complete all as specified and directed by Engr-in-charge. Make : Dark Eye/Cat Eye/3M |
| 9 | S&F in repair, metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm 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 (150x150x300mm) type B1, complete all as specified and directed. NOTE : Dealineator to be of Solar type or as directed by Eng-in-charge. Make : Dark Eye/Cat Eye/3M |
| 10 | Demolition of cement concrete in ground floors and pavings not exceeding 15cm thickness (below or above ground level) complete all as specified and directed by Engr-in-charge. |
| 11 | M&L for 75 mm thick cement concrete, type D 2, 1:4:8 (using 40 mm graded stone aggregate) as in sub base of flooring/ hard standing complete all as specified and directed by Engr-in-charge. |
| 12 | M&L for sand cushioning, spreading of 25 mm thick layer complete all as specified & directed by Eng-in-Charge. |
| 13 | M&L for 60mm thick Rubber Moulded Machine pressed precast concrete interlocking paver block of M-35 Grade with grey cement and pigment, any shape and size confirming to IS 15658-2006 complete all as specified & directed by Engineer-in-charge. Note :- (i) Pattern of interlocking tile to be rubber moulded or equivalent as approved by GE. (ii) Rate quoted by the contractor shall deemed inclusive of PCC type B-1, 1:2:4 (using 20 mm graded stone aggregate) packing and finished even and fair to the sides of pavement. |
| 14 | M&L for any coloured digital ultra strong / heavy duty outdoor anti-skid vitrified tiles, 15 mm thick (Square / Rectangular) polished area of each tile exceeding 0.09 Sqm and not exceeding 0.36 sqm, set and jointed in neat cement slurry and pointed in white cement mixed with pigment to match the shade of tiles over and above 20 mm thick in cement plaster in CM 1:4 for fixing tiles complete all as specified & directed by Engineer-in-charge. |
| 15 | 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 5mm), including making drainage opening wherever required complete all as specified & directed by Engineer-in-charge. |
| 16 | Demolition of brick work /stone masonry built in cement mortar including coping of any description all as specified and directed. |
| 17 | M&L for precast cement concrete type C-1 1:3:6, (using 20mm graded stone aggregate) as in block masonry with solid blocks exceeding 10cm width and setting in cement mortar 1:4 complete all as specified & directed by Engineer-in-Charge. |
| 18 | M&L for rendring 15mm thick in cemet mortar 1:4 including mixing of liquid water proofing compound as per manufacturer's instructions, finished even and smooth without using extra cement on brick work or concrete surfaces or in chajjas/parapet walls etc., complete all as specified & directed by Engineer-in-Charge. |
| 19 | M&L for preparation of new or previously untreated surface of over 10cm girth or width and applying two coat of exterior plastic emulsion paint over one coat of primer complete all as specified and as directed by Eng-in-Charge. |
| 20 | Dismantling wrought iron or mild steel work of any description specifically provided for framed works as in gratings, railings, etc complete all as specified & directed by Engineer-in-Charge. |
| 21 | S&F for framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified & directed by Engineer-in-Charge. |
| 22 | M&L for preparation of new surfaces of steel of any description, over 10 cm in width or girth, not otherwise described and applying two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified & directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
