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| 1 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area n.exc 400 Sqm and exc 50 mm and n.exc 100 mm deep complete all and removal of material to a distance exceeding 250 m but n exc 500 m and diposited on a level 1.5 m above the starting point complete all as specified and directed. |
| 2 | Preparing old 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 loose dirt etc and applying evenly a tack coat/priming coat with using paving bitumen of V-10 @ 10 KG/10 Sqm over bituminous macadam complete all as specified and directed. |
| 3 | Material and labour for repairs to unlevelled surfaces by filling in premixed bituminous macadam using paving bitumin VG-30 @ 4% by weight of total mix laid, rolled and compacted to required gradient and camber with 8 to 12 tonnes power roller (consolidated thickness of 75mm or less) and laid by mechanical paver finisher complete all as specified and directed. |
| 4 | Removal of material (obtained from item No - 01) to a distance exceeding 250 mtr but not exc 500 mtr and depositing at a level 1.50 mtr above the starting point complete all as specified and directed |
| 5 | Material and labour for repair to potholes any depth, not exc 1 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc, cutting around edges making good by applying tack coat @ 5 Kg per 10 Sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 Sqm, blinded with 0.09 cum of stone chippings, 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of potholes exc 30mm rolled and compacted to required camber and gradient with 8 to 10 tonne power roller, complete all as specified and directed. |
| 6 | Material and labour for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleared surfaces with gunny bag to remove all loose dirt etc and applying evenly a priming tack coat with bituminous primer by using paving bitumen of V-10 grade @ 5 kg/10 Sqm complete all as specified and directed. |
| 7 | Material and labour for laying, spreading 30mm thick (consolidated thickness) Bituminous premix semi dense asphaltic concrete with 5.5% binder content of bitumen of VG-30 grade by weight of total mix, made with self propelling mechanical paver, rolled and consolidated to reqd camber and gradient with 8 to 12 tonne power roller to a uniform smooth surface complete all as specified and directed. Note :- (i) Work shall be executed as per design mix approved by the GE. (ii) Filler shall be cement (OPC-43 Grade) (iii) Any variatiion in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to the department. However, if binder content works out to be on minus side during design process (i.e less than 5.50%) same shall be adjusted considering the bitumen rate given in particular specification. |
| 8 | Material and labour for hot applied thermoplastic road marking compound minimum 2.5mm thick, using indigenous modern propeller road marking machine including reflectorising glass beads @ 250gms per sqm area, thicknessof 2.5mm is exclusive of surface applied glass beads, as per the code of practice for road marking paints, white with hot thermoplastic road marking compound all as directed including applying one coat of sealing primer including all materials and labour, brushes, tools, equipment, fuel etc complete including applying paints in lines, dashes, arrows etc complete all as specified and directed. Note:- Road marking paint shall be carried out in accordance with manufacturere's instructions and as specified in particular specifications. |
| 9 | Supply and fixing in repair solar powered LED road studs /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 as per manufactures instructions etc. complete all as specified and directed. |
| 10 | Supply and fixing in repair for metal tubular delineator 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. |
| 11 | Supply and fixing in repairs road studs/cat eye reflective type of metal body alloy of size 100mm x 100mm x 20mm with AMA 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. |
| 12 | Clearance of road side berms including removing bushes, vegetation growth including taking out roots of bushes/ vegetation growth upto 30 cm depth and disposal of rubbish to a distance not exc. 100m complete all as specified and directed. |
| 13 | Demolition of cement concrete of any description and in any position complete all as specified and directed |
| 14 | 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 directed. |
| 15 | Material and labour for preparation of new/old concrete surfaces of any description, over 10cm width or girth and applying two coats of synthetic enamel paint complete all as specified and directed. |
| 16 | Demolition of Concrete in ground floors and pavings exc 15 cm thickness above ground floors complete all as specified and directed. |
| 17 | Material and labour for cement concrete work as in pavement/ hardstanding of flexural strength 40 Kg/sqcm in field using 400 kg of cement per cum, thickness of concrete 25 cm or less including necessary form work etc complete all as specified and directed. Note 1. Concrete shall be laid in panel as directed by Engr in charge. 2. Joint shall be measured and paid seperatly. Surface shall be broomed finish. |
| 18 | Forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, grade ‘A’ in 200mm thick slab complete all as specified and directed. |
| 19 | Demolition of brickwork or stone/ boulder masonry built in cement mortar or cement lime mortar complete all as specified and directed. |
| 20 | Material and labour for old size brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and directed.. |
| 21 | All as per srl no 20 above but for except bricks complete all as specified and directed. |
| 22 | Demolition of reinforced cement concrete of any description and in any position complete all as specified and directed. |
| 23 | Material and labour for providing RCC M-25 using 20mm graded aggregate foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete in complete all as specified and directed |
| 24 | Material and labour for providing RCC M-30 using 20mm graded aggregate walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses in complete all as specified and directed. |
| 25 | Use and waste of formwork to flat rough finished surfaces to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed. |
| 26 | Use and waste of formwork to sides and soffits of lintels, lintel bend, beams etc finished rough surfaces of concrete complete all as specified and directed. |
| 27 | Material and labour for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips thermo-mechanically treated bars of grade Fe-500D or more complete all as specified and directed. |
| 28 | Material and labour for providing RCC M-30 using 20mm graded aggregate slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and complete all as specified and directed. |
| 29 | Form work to soffits of suspended slabs flat surface of concrete finished rough surfaces of concrete not exceeding 200mm thick, complete all as specified and directed. |
| 30 | Material and labour for rendering 15mm thick on brick wall or concrete surface in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and directed. |
| 31 | Material and labour for applying two coats of cement based paint on newly plastered or unplastered wall surface including preparation of surfaces, complete all as specified and directed. Please Enable Macros to View BoQ information |
