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| 1 | Construction of embankement with material obtained from borrow pits (Lead upto 10km) (Analysis as per MORTH specification 305) |
| 2 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 3 | P/L of Wet Mix Macadam Providing ,laying ,spreding and compacting graded stone aggregate to wet mix macadam over lay specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tripper to site laying in uniform layers with paver in sub-base /base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density MORTH Specification. |
| 4 | Prime Coat :P/L of primer coat of bitumen emulsion with spreding bitumen emulsion 6.00 kg/10 Sqm over WBM surface as per MORTH 502 |
| 5 | B M of P/L 50 mm bituminous macadam with 60-90 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder transported to site laid over a previously prepared surfaces with paver finisher to the required grade ,level and alignmment and rolled as per clauses 504.6 and 504.7 to achieve the desired compaction (AR) |
| 6 | Tack Coat for B M P/A tack for B C with VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm in the norms bituminous surface cleaned with mechanical broom.(AR) |
| 7 | Providing and applying 2.5 mm thick road marking strips (retro reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 8 | Reflective raised pavement markers (cat eye/road stud) supply and fixing of raised pavement marker with made of plastic body of RPM road stud shall be moulded from ASA (Acrylic styrene acrylonitnte) or HIPS (High Impact Polystyrene) or acrylonitnte butadien styrene (ABS) or any other suitable material approved by the engineer. The marker shall support a load of 13.635 kg tested in accordance with ASTM D4280. The reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. Lenses shall be moulded of methyl methacrylate conforming to ASTM D788 of equivalent........ markers are displaced, damage get won out or lose their reflectivity compared to stipulated standards the contractor would br required to replace all such markers with 15 days of the intimation from the engineer at his own cost. The rate shall include all material labour T&P transportation, installation and incidantals all complete as per direction of the engineer-in-charge(MORTH |
| 9 | P/L 125 micron polythene sheet as per direction of E/I (PWD SOR 2014) |
| 10 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi (D.S.R. No-16.43.1) |
| 11 | Road cutting by mechnical equipment with all complete work. |
| 12 | P/L factory made chamfered edge cement concrete paver blocks in foothpath 80mm thick C.C. paver block of M-35 grade with approved colour design and pattern D.S.R 16.91.2/2023 |
| 13 | Drain work |
| 14 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5m. & lead upto 30m. Including filling , watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royalty) (S.I.No-251) |
| 15 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)(DSR-4.1.8)/2023 |
| 16 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Concrete of M25 grade with minimum cement content of 330 kg /cum (D.S.R 5.33.1.1/2023) |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (D.S.R. No-5.9.1) |
| 18 | R.C.C. work with cement approved coarse sand and 2 cm (3/4\") gauge approved stone grit in the proportion of 1:1.5:3 in Drain cover and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.l. binding wire and including Necessary centering and shuttering etc.and also including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item. (SOR 284A/CH-5) |
| 19 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more (D.S.R. 5.22.6/2023) |
| 20 | S/F of PVC pipe 160mm/Kg pressure. (SOR 2020/SI No-Mat/30) |
| 21 | Brick work with common burnt clay F.P.S (Non modular)bricks of class designation 7.5 in foundation and plinth in.Cement mortar 1.4 DSR 6.1.1) Please Enable Macros to View BoQ information |
