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| 1 | Providing & Laying cement concrete M-15 grade in substructure complete as per drawings & technical specifications clauses 802,804,805,806,807,1202 & 1204,including all leads, lifts , carriages of materials by MT,, handling and re-handling complete.charges etc complete |
| 2 | Gravel/Soil-Aggregate Base (Tabel 400.2) Grading BConstruction of granular sub-base by providing well graded material (Table 400.1) spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel 80-100 kN static roller capacity to achieve the desired denisty, complete as per technical specification Clause 401including all carriages by mechnical transport, leads, lifts carriages by mechnical transport, loading and unloading complete for grading 1 material. ground moulded chamber burnt bricks with including cost and conveyance of all materials and including all labour charges etc complete |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (WBM) specification including spreading in uniform thickness, hand packing, rolling with threewheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. including all lead, lifts carriages of material, by mechnical transport, loading and unloading complete for grading II material.all materials and including all labour charges etc complete |
| 4 | Providing & laying 50 mm thick bituminous macadam wearing coat with hard mix plant using crushed aggregates of Grading as per Table 500.4 premixed with bituminous binder, transporter to sitelaid over a previously prepared surface with pavers finisher to the required Grade, Level and Alignment and rolled to achieve the desired compactionas per Technical Specifications Clause 504 including all leads, lifts, carriages of materials by MT loadingand un-loading complete. |
| 5 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per technical specification clause 510 including all lead, lifts, carriages of materials by MT loading and unloading complete. By Mechanical Means :Bitumen (S-90) |
| 6 | Providing and applying Primer Coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 Kg/Sqm using mechanical means as per technical specification clause 502 including all leads, lifts, carriages of materials of materials , loading and unloading complete. (Low Porosity) |
| 7 | Providing and applying Tack Coat with Bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 Kg per Sqm on the prepared granular surfaces treated with primer andcleaned with Hydraulic broom as per technical specification clause 503 including all leads, lifts, carriages of materials by MT, loading and unloading complete |
| 8 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. by mechanical means using Bitumen(S-90) including all carriages by mechnical transport, leads and lifts etc complete. |
| 9 | Construction of Subgrade and earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirements ofTable 300.2 as per technical specification clause 303.1 including all lead, lifts, carriages of materials by MTloading and unloading complete. |
| 10 | Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc, as per drawing and technical specification clause 1703. |
| 11 | i.) 5th Kilometer Stone(Precast) |
| 12 | ii.) Ordinary Kilometer Stone (Precast)urnt bricks with including cost |
| 13 | iii.) 200 m Stone(Precast) |
| 14 | Providing and fixing of Typical PMGSY Citizen Informatory Sign Boards With “Logo” as per MORD specifications and drawing. Three M.S plates of 1.6 mm thick, top and middle plates duly welded with M.S flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 02 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG Steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1. |
