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| 1 | Site clearance including grass and bushes cutting, digging out roots of bushes if any, vegetation clearance from road complete all as specified and as specified and directed by Engr-In-Charge. |
| 2 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and as specified and directed by Engr-In-Charge. |
| 3 | 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 as specified and directed by Engr-In-Charge. |
| 4 | Scarifying or picking gravelled n exc. 50mm deep, macadam or bituminous macadam surfaces in area exc 400 sqm by means of mechanical equipment, complete all as specified and as specified and directed by Engr-In-Charge. |
| 5 | M&L for 150mm thick (Spread thickness) soling or sub base with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated with 8 to 12 tonne power roller to gradient and camber required etc complete all as specified and as specified and directed by Engr-In-Charge. |
| 6 | M&L for 150mm thick (compacted thickness) WBM (Water bound macadam) in two layers, spreading in layers each layer of WBM does not exc 7.5cm with granite, trap or basalt, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to with 8 to 12 tonne power roller to gradient and camber required etc complete all as specified and as specified and directed by Engr-In-Charge. |
| 7 | Preparing surfaces of unsurfaced WBM 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 as specified and directed by Engr-In-Charge. |
| 8 | M&L for applying tack coat @ 10.0 Kg/10 Sqm over WBM surfaces paving bitumen of grade VG-10 all as specified. |
| 9 | M & L Premixed bituminous macadam using paving bitumen of grade VG-30 penetration laid/rolled compacted to required gradient and camber with vibratory power roller consolidated thickness 75mm (or less) using 4% binders by weight of mix to make good depressions / pot holes complete all as specified and as specified and directed by Engr-In-Charge.Note: The job design formula shall be got down from approved lab and got approval from GE before commencement of work. 4% binder content is for quoting purpose only. If the binder content is less than 4% in job mix formula, the rate shall be adjusted at par SSR rate item 20073. However there will not be any adjustment if binder content is more than 4% in job mix formula. |
| 10 | Preparing the existing black topped surfaces by brushing with wire brushes for removing caked mud etc. Sweeping with brooms and finally fanning the cleaned surface with mechanical air compressor to remove all loose dirt etc complete all as specified and as specified and directed by Engr-In-Charge. |
| 11 | M&L for Applying evenly a priming/tack coat with paving bitumen at 5 kg per 10 sq metre (VG-10) complete all as specified and as specified and directed by Engr-In-Charge. |
| 12 | M & L for providing bituminous premix semi dense asphaltic concrete 30 mm thick consolidated thickness with 5.5% binder content by weight of total Mix using paving bitumen of grade VG-30 penetration (using computerised hot mix plant and mechanical paver machine) and compacted to required camber and gradient using vibratory power roller complete all as specified and as specified and directed by Engr-In-Charge.Note: (i) The job design formula shall be got down from approved lab and got approval from GE before commencement of work.(ii) The rates are worked out on the basis of binder content @ 5.5% of the total mix by weight. No extra payment will be made for extra binder content but the deduction will be done if the binder content used is less than 5.5%, the rate shall be adjusted as per SSR item 20073. |
| 13 | M & L for providing bituminous premix semi dense asphaltic concrete 40 mm thick consolidated thickness with 5.5% binder content by weight of total Mix using paving bitumen of grade VG-30 penetration (using computerised hot mix plant and mechanical paver machine) and compacted to required camber and gradient using vibratory power roller complete all as specified and as specified and directed by Engr-In-Charge.Note: (i) The job design formula shall be got down from approved lab and got approval from GE before commencement of work.(ii) The rates are worked out on the basis of binder content of 5.5% of the total mix by weight. No extra payment will be made for extra binder content but the deduction will be done if the binder content used is less than 5.5%, the rate shall be adjusted as per SSR item 20073. |
| 14 | M & L for applying average 2mm thick thermoplastic road marking compound of white/yellow of approved make, shade, for road marking of any width & girth & painting lines, dashes, arrows etc on bitumen road/pavement & on concrete surfaces using hot processor plant including removing old paint by paint remover or burning of blow lamps & cleaning with scrapers for removing all dirt/dust & other foreign matters at site & managing traffic control etc complete all as specified and directed.Make: ApcoTrack of Asian or equivalent in Shalimar/Berger Lewis/Nerolac/Johnson & Nicholson. |
| 15 | Supply and fixing cat eye of reflective type of size 100mm × 100mm × 20mm with PAMA strip lens reflector of model No. DA 52.0 of Dark EYE or equivalent model of 3M- Raised Pavement Marker RPM (with double shanks) fixed with and incl MS stud of suitable size as per manufacturers instructions complete all as specified and as specified and directed by Engr-In-Charge. |
| 16 | Supply and fix solar cat eye aluminium alloy shell (100% water proofing design according to IP 65) of size 125mm × 125mm × 25mm (shank 65mm) of high efficiency Mono crystal solar panel 2.4V 0.3 watt one Ni-red rechargeable battery (1.2V/1600MAh) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufacturers instructions etc complete all as specified and as specified and directed by Engr-In-Charge. |
| 17 | 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 be more than 5 mm), including making drainage opening wherever required complete including necessary excavation, earthwork removal of spoil and temping around all as specified and as directed by Engr-in-Charge. |
| 18 | M & L for refixing of kerb stone jointed in cement mortar 1:6 and struck flush including necessary excavation, earthwork removal of spoil and temping around complete all as specified and as specified and directed by Engr-In-Charge. |
| 19 | S&F delineator 70 cm long made of 50 mm dia powder coated MS tube with 16 SWG wall thickness, with two numbers reflectors 110 mm dia of ABS body including earth work in excavation and cement concrete 1:2:4 Type B1 (using 20 mm graded stone aggregate) size 30 cm × 30 cm including necessary depth complete all as specified and as specified and directed by Engr-In-Charge. |
| 20 | S&F convex mirror of 800 mm dia size including earth work in excavation and cement concrete 1:2:4 Type B1 (using 20 mm graded stone aggregate) size 30 cm × 30 cm including necessary depth complete all as specified and as specified and directed by Engr-In-Charged. |
| 21 | S&F of reflective type sign boards made up of powder coated aluminium including excavation and earthwork in any type of soil and cement concrete 1:2:4 Type B1 (using 20 mm graded stone aggregate) size 30 cm × 30 cm including necessary depth of required shape and size complete all as specified and as specified and directed by Engr-In-Charge. |
| 22 | S&F of Black and Yellow Rubber Speed Hump made up of high quality industrial rubber, for road, 500 × 400 × 75 mm, bearing capacity of minimum 20 ton complete all as specified and as specified and directed by Engr-In-Charge. |
| 23 | Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories) complete all as specified and as specified and directed by Engr-In-Charge. |
| 24 | M&L for reinforced cement concrete drain pipes of 200 mm dia bore with collars, class NP-2, laid and jointed complete etc complete all as specified and as specified and directed by Engr-In-Charge. |
| 25 | M&L for concrete bed to drain pipes 200 mm bore including packing under and haunching against the sides of pipe, after they are laid and tested in cement concrete 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) etc complete all as specified and as specified and directed by Engr-In-Charge. |
| 26 | Demolition of stone slabs and tiles laid, bedded and pointed in any mortar of any description or thickness in floors, aprons etc complete all as specified and as specified and directed by Engr-In-Charge. |
| 27 | Demolition of cement concrete in ground floors and paving not exceeding 15 cm thickness (below or above ground level) and disposing the rubbish to a distance exceeding 50 Mtr but not exceeding 100 Mtr away to low lying areas complete all as specified and as specified and directed by Engr-In-Charge. |
| 28 | M&L for 75 mm thick PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) in sub base of floor complete all as specified and as specified and directed by Engr-In-Charge. |
| 29 | M&L cement mortar (1:4) for screed bed or bedding layer of mortar 15 mm thick for laying floor finishes complete all as specified and as specified and directed by Engr-In-Charge. |
| 30 | M&L for exterior grade coloured, glossy finished, rubber pressed precast chequered cement concrete tiles 30 cm × 30 cm × (22 to 25) mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigments complete all as specified and as specified and directed by Engr-In-Charge. |
| 31 | Supplying and fixing FRP (Fiber Reinforced Plastic) drain cover slab (size = 1000 mm × 450 mm × 75 mm) of approved make, designed for a minimum load capacity of 2.5 tons, manufactured from high-strength fiberglass reinforced resin, complete with anti-skid surface, corrosion and UV resistance, lightweight, non-conductive, and maintenance-free, including all fittings, seating on drain/concrete ledge, testing, and installation complete all as specified and as specified and directed by Engr-In-Charge. |
| 32 | M&L for excavating over areas in soft/loose soil, not exceeding 1.5 m deep and getting out complete all as specified and as specified and directed by Engr-In-Charge. |
| 33 | M&L for 100 mm thick PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) in sub base of floor complete all as specified and as specified and directed by Engr-In-Charge. |
| 34 | M&L for TMT bars upto 10 mm dia and above as in reinforcement for concrete, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as specified and directed by Engr-In-Charge. |
| 35 | M&L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pilasters, buttresses, etc.; vertical or to batten complete all as specified and as specified and directed by Engr-In-Charge. |
| 36 | M&L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200 mm thick (Horizontal or sloping) complete all as specified and as specified and directed by Engr-In-Charge. |
| 37 | M&L for reinforced cement concrete work (design mix) M-30 as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as specified and directed by Engr-In-Charge. |
| 38 | M&L for reinforced cement concrete work (design mix) M-30 as in drain or culvert or walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including pilasters and buttresses complete all as specified and as specified and directed by Engr-In-Charge. |
| 39 | M&L for reinforced cement concrete work (design mix) M-30 as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as specified and directed by Engr-In-Charge. |
| 40 | Removing excavated soil/building material/debris to a distance exceeding 250 m but not exceeding 500 m and depositing where directed etc complete all as specified and as specified and directed by Engr-In-Charge. Please Enable Macros to View BoQ information |
