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| 1 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exc 400 sqm exc 50mm and n exc 100 deep complete all as specified and directed. |
| 2 | M & L for demolition of base course/ sub base course of flexible pavement i.e broken stone boulders, quarried stone, coarse aggregates of WBM etc in any position and depositing where ever directed complete all as specified & directed |
| 3 | M&L for applying evenly a priming/tack coat with bituminous primer (Paving bitumen) VG -10 @ 10 Kg per 10 Sqm on unsurfaced water bound macadam including preparing 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 directed. |
| 4 | M & L for Premix bituminous, macadam laid/rolled and compacted to required gradient and camber and camber with paving bitumen VG-30 content of 4% by weight of toal mix (consolidated thickness 75mm or less) for correction of undulation/ camber complete all as specified and directed. |
| 5 | 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 to remove all loose dirt etc. complete all as specified and directed. |
| 6 | M & L for applying evenly a priming/tack coat with bituminous primer Paving bitumen) VG-10 @ 5 kg per 10 sq metre on existing blak top surfaces complete all as specified and directed. |
| 7 | M & L for Semi Dense Bituminous premix asphaltic dense concrete 30mm consolidated thickness with 5.5% binder content of VG-30 by weight of total mix, rolled and compacted to required camber and gradient complete all as specified and directed. |
| 8 | M & L for laying hot applied thermoplastic compound (paint) 2.5mm thick including reflecting glass beads incl cost of all materials, labour, machinery, T & P etc required for proper completion of work incl all other charges. Th e finished surfaces to be level, uniform and free from streaks and holes as per MORTH specification No 803 as per IRC. Painting lines, dashes, arrows, letters etc on roads, pavements and the like exc 10cm wide with road marking paint white, golden or yellow complete all as specified and as directed. |
| 9 | M & L for 150 mm thick (compacted thickness) WBM in two layers of 75 mm each with granite top or basalt coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required with a power roller, 8 to 12 tonnes to form a true surface complete all as specified and as directed. |
| 10 | Supply and fix 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 permanufactures instructions etc. all as specified and directed |
| 11 | 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 of600 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 asspecified and directed |
| 12 | Supply & 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 manufactures instructions complete all as specified and directed |
| 13 | Manufacturing, supplying and fixing retro reflective Overhead informatory road signage and boards, made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTMD- 4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). |
| 14 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed. |
| 15 | M&L for 100mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in, sub-base & apron etc complete all as specified and directed. |
| 16 | M & L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. |
| 17 | Demolition/dismantling of interlocking paver blocks laid, bedded and pointed in any mortar of any description and any thickness as in floors, aprons etc. complete all as specified and directed. |
| 18 | M& L for Machine pressed precast concrete interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006 of 80 mm thickness M-40 Grade complete all as specified and directed. |
| 19 | M & L for providing plain cement concrete type B-1, 1:2:4 (using 20 mm graded crushed stone aggregate) as in coping, bed block for embedding hold fasts, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles & throating as directed including necessary form work as required complete all as specified and directed. |
| 20 | Demolition of Brickwork or stone/ boulder masonry, built in cement/lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles etc. complete all as specified and directed. |
| 21 | M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in, mass concrete etc complete all as specified and directed. |
| 22 | M&L for factory made Pre-cast cement concrete block masonry with solid blocks, Type C-1 , 1:3:6 (20 mm graded aggregate) exc. 10 cm in width and setting in cement mortar 1:4, complete complete all as specified and directed. |
| 23 | Taking down cement plaster of any description on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. and removing rubbish to a distance not exc. 250 m complete complete all as specified and directed. |
| 24 | M&L for rendering 15 mm thick faces of brick work or stone masonry or concrete surfaces in cement mortar 1:4 and finished fair and even without using extra cement incl addition thickness provided as floating/setting coat complete all as specified and as directed. |
| 25 | M&L for preparing newly plastered surfaces of wall and applying two coats of cement based paint over a coat of primer complete all as specified and as directed. |
| 26 | 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. complete all as specified and as directed. |
| 27 | Excavation in trenches, n exc 1.5m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, laying pipe line and getting outincluding trimming sides and forming bottom surface to the required level/slope etc.etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and as directed. |
| 28 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specifed and as directed. |
| 29 | M&L for Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in all kinds of soil complete all as specifed and as directed. |
| 30 | M&L for Reinforced concrete pipes, class NP2, 450 mm bore, laid and jointed complete with collars complete all as specifed and as directed. Please Enable Macros to View BoQ information |
