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| 1 | M&L for Repair to potholes any depth, not exc 1 sq m 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 direted by Engr-in-charges. |
| 2 | M & L for preparing old black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the surface with gunny bags/Air compressor blower to remove all loose dust/dirt etc complete all as specified and direted by Engr-in-charges. |
| 3 | 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 wor ks 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and direted by Engr-in-charges. |
| 4 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area N. exc 400 sqm and N. exc 50 mm mm deep complete all as specified and direted by Engr-in-charges. |
| 5 | M&L for premix bituminous macadam with 4% bitumen binder by weight of total mix laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) (paving bitumen VG-40) by weight of total mix spread, rolled and consolidated with 8 to 12 tonne power roller to required gradient and camber complete all as specified and direted by Engr-in-charges. Note:- (1) In case the binder contents by weight of total mix is less than 4% as per per actual design mix, The prices adjustment shall be made as per average rates of all paid voucher for bitumen of VG-40 pertaining to this work. if the total binder contents as per design mix is more than 4% no prices adjustment shall be made for the same. (II) Job mix formula for bituminous macadam shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from the GE. |
| 6 | Surface excavation of soft / loose soil n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out complete all as specified and direted by Engr-in-charges. |
| 7 | M&L for bituminous premix semi -dense asphltic concrete 40 mm consolidated thickness using paving bitumen VG-40 with 5.5% binder contant by weight of total mix rolled and compacted to required camber and gadient complete and rolled with 8 to 12 tonne power roller complete all as specified and directed Note :- (I) In case the bindr contents by weight of total mix is less than 5.5% as per actual design mix . The price adjustment shall be made as per average rates of all paid voucher for bitumen of VG-40 pertaining to this work . If the total content as per dsign mix is more than 5.5% no price adjustment shall be made for the same. (II) Job mix formula for Semi asphaltic concrete shall be obtained the institutions specified in CA prior to commencement of work and shall be got approved from GE. complete all as specified and direted by Engr-in-charges. |
| 8 | 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 direted by Engr-in-charges. |
| 9 | S&F Machine pressed precast concrete interlocking paver block any shape and size with grey cement and no pigment confirming to IS 15658-2006 of 80 mm thickness M-40 Grade complete all as specified and direted by Engr-in-charges. |
| 10 | M & L Sand filling under floors or in foundations including watering and consolidation complete all as specified and direted by Engr-in-charges. |
| 11 | Removal of excavated material (soil) to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and direted by Engr-in-charges. |
| 12 | S&F solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. complete all as specified and direted by Engr-in-charges. |
| 13 | S&F 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 manufactures instructions. complete all as specified and direted by Engr-in-charges. |
| 14 | M&L for 75 mm thick PCC type D2 1:4:8 (Using 40 mm graded stone aggregate) as in sub base to floors including well compacting & laid to level complete all as specified and direted by Engr-in-charges. |
| 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 5 mm), including making drainage opening wherever required complete all as specified and direted by Engr-in-charges. |
| 16 | M&l for applying two coats synthetic enamel paint over a coat of priming paint plaster coat incl preparation of new stone / concrete brick surface over 10cm in width or girth complete all as specified and direted by Engr-in-charges. |
| 17 | Supply and fixing in repair Road Safety Convex Mirror 100 cm dia Model No OS-789 of make Oscar or equivalent make including stand/padestal embedded /fixed in to concrrete PCC 1:2:4 type B-2 usuing 40 mm graded crusted stone aggregate having size 45x45x60cm and necessary earth work., complete all as specified and directed by Engr-in-Charge. |
| 18 | S&F in replacement 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 direted by Engr-in-charges. |
| 19 | Surface dressing n exc 15 cm deep getting out from soft /loose soil complete all as specified and direted by Engr-in-charges. |
| 20 | Excavation over arens, n.exc 1.5m deep and getting out in soft / loose soil complete all as specified and direted by Engr-in-charges. |
| 21 | Rolling and consolidating formation surface in cutting with 8 to 12 tonne power roller including filling in depressions which occurs during the process of rolling, rolling to required gradient and camber complete all as specified and directed by Engr in Charge. |
| 22 | M&L for 150 mm compacted thickness GSB Gde–II in two layer (75 mm Each) over prepared sub grade, to required gradient and camber etc, complete all as specified and direted by Engr-in-charges. |
| 23 | M&L for 75 mm compacted thickness WMM Gde-I Premix bituminous,macadam laid/rolledand compacted to required gradient and camber complete all as specified and direted by Engr-in-charges. |
| 24 | M&L Preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and direted by Engr-in-charges. |
| 25 | M&L Applying evenly a priming/tack coat with bituminous primer using paving bitumen at 10 kg per 10 sqm using mechanical sprayer complete all as specified and direted by Engr-in-charges. |
| 26 | M&L Applying evenly a priming/tack coat with bituminous primer using paving bitumen at 05 kg per 10 sqm using mechanical sprayer complete all as specified and direted by Engr-in-charges. |
| 27 | M&L for Providing precast cement concrete (1:2:4) type B1 in blocks for road side kerb stone set in CM 1:4 (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar complete with joints to match in kerb stones of size 300mmx150mmx450mm complete all as specified and direted by Engr-in-charges. |
| 28 | M&L for bituminous premix semi-dense asphaltic concrete 30mm consolidated thickness using paving bitumen VG-40 wiyh 5.5% binder content by weight of total mix rolled and compacted to required camber and gradient complete and rolled with 8 to 10 tonne power roller complete all as specified and direted by Engr-in-charges. Note:- (I) In case the binder contents by weight of total mix is less than 5.5% as per per actual design mix, The prices adjustment shall be made as per average rates of all paid voucher for bitumen of VG-40 pertaining to this work. if the total binder contents as per design mix is more than 5.5% no prices adjustment shall be made for the same. (II) Job mix formula for Semi Dense asphaltic concrete shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from the GE. |
| 29 | Supply and fixing 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 direted by Engr-in-charges. Please Enable Macros to View BoQ information |
