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| 1 | (PART-A) Earth work in cutting in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levies and slopes and also including 1.50 M lift and 30 M. Lead The earth from cuttingS.I. No. 253 a |
| 2 | Construction of granular sub-base by providing well graded material, mixing in a uniform layers with motor grader on prepared surfacemixing by mixer in place method with rotavator at omc, andcompacting with smooth vheel roller to achieve the desired density, complete as per technical specefication Clause 401a |
| 3 | WBM Grading-2Providing, laying, spreading and compacting 45-63 mm stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing rolling with three wheel 80-100 kn static roller in crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required densityGrading 2 as per technical specification clause 405 |
| 4 | WBM Grading-3Providing, laying, spreading and compacting 22.4-53 mmstone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing rolling with three wheel 80-100 kn static roller in crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required densityGrading 3 as per technical specification clause 405.(3) |
| 5 | Providing & applyingprimer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 6 | Providing & applyingTack coat with bitumen VG-10 grade using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 |
| 7 | Providing laying and rolling of open-graded premix carpet of 20 mm thikness composed of 13.2 mm to 5.6 mm aggregates either usingpenetration 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 C as per (Primixing work Machanical Means) Technical Specification clause 508 |
| 8 | Providing & laying seal coat by manual means with VG-10 grade bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as perTechnical Specification clause 510 |
| 9 | Brick lining on both side of the road of M-150 bricks 7 cm. wide 11 cm. deep, laid with mud mortar including labour and Supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the E/I S.I. No. 765 |
| 10 | BOE on edge dry i/c supply of all material labour and t&p etc required for proper completion of the work (SI NO 762 B) |
| 11 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. S.I. No. 251 |
| 12 | Concrete with 4 cm. stone ballast coarse sand nd cement in proportion of 8:4:1 in foundation and under floor and includingsupply of II material labour and T&P etc required for proper completion of the work. (S.I No. 281-275+273) |
| 13 | M-150 Brick Work in 1:4 cement & Coarse sand in foundation and plinth including supply of all materials labour tools & plants etc S.I No. 305a |
| 14 | Struck cement pointing with cement 1:2 cement and fine sand of 1.25 F.M mortar with colouring including supply of all materilas, labour T&P etc required for proper complection of the work S.I. No. 578 |
| 15 | Plain cement concrect 1:2:4 C/sand 2 cm. Stone girtincluding supply all materialslabour T&P etc S.I No. 279-A |
| 16 | Supply & laying and fixing 350 m.m Dia NP3class R.C.C humepipe including joining etc complete. Ana |
| 17 | Supplying & Fixing of retro reflective sign board with a corrosion resistant 4 mm thick aluminium composite panel (HIP type IV) as per approved design & drawing. Retro Reflective (HIP type IV) sign board warranty upto 7 years. Rate includes fabrication, supply of materials, transportation and erection of the signage structure for proper completion of work. |
| 18 | (PART-B) The routine maintenance of above road work including earthen shoulder, bituminous pavement etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date and ends after five years. (Including cost of materials T&P labour but excluding GST) for 1st Year maintenance [email protected]% |
| 19 | The routine maintenance of above road work including earthen shoulder, bituminous pavement etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date and ends after five years. (Including cost of materials T&P labour but excluding GST) for 2nd Year maintenance [email protected]% |
| 20 | The routine maintenance of above road work including earthen shoulder, bituminous pavement etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date and ends after five years. (Including cost of materials T&P labour but excluding GST) for 3rd Year maintenance [email protected]% |
| 21 | The routine maintenance of above road work including earthen shoulder, bituminous pavement etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date and ends after five years. (Including cost of materials T&P labour but excluding GST) for 4th Year maintenance [email protected]% |
| 22 | The routine maintenance of above road work including earthen shoulder, bituminous pavement etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date and ends after five years. (Including cost of materials T&P labour but excluding GST) for 5th Year maintenance [email protected]% |
| 23 | (PART-A) For 100 Metre Cement Concrete Road Work WBM Grading-3Providing, laying, spreading and compacting 22.4-53 mmstone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing rolling with three wheel 80-100 kn static roller in crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required densityGrading 3 as per technical specification clause 405.(3) |
| 24 | Construction of 2 cm gauge approved stone grit, coarse sand & cement in proporation of 1:1.5:3 in CC pavement cement coarse sand & fine aggregate mixture/plant of not less then 0.2 cum capacity & appropriate weight batcher using approced mix design, laid in approved fixed form work (Steel) channel) laying and fixing of 125 micron thick polyhene film. wedhes, steel plates including leveling the form work spreading the concrete with shovels rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including hassion clothe for curring of concretepavements for not less then 14 days curring compound (where as specified) and water finishing to lines & grade including supply of all materilas, labour T&P etc required for proper complection of the work and also including complete shifting of recron 38 fibre reinforcement materilas New Item 9 |
| 25 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. S.I. No. 251 |
| 26 | M-150 Brick Work in 1:4 cement & Coarse sand in foundation and plinth including supply of all materials labour tools & plants etc S.I No. 305a |
| 27 | Plain cement concrect 1:2:4 C/sand 2 cm. Stone girtincluding supply all materialslabour T&P etc S.I No. 279-A |
| 28 | (PART-B) The routine maintenance of above road work including earthen shoulder, Cement Concrete PavementPavementetc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date and ends after five years. (Including cost of materials T&P labour but excluding GST) for 1st Year maintenance [email protected]% |
| 29 | The routine maintenance of above road work including earthen shoulder,Cement Concrete Pavement etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date and ends after five years. (Including cost of materials T&P labour but excluding GST) for 2nd Year maintenance [email protected]% |
| 30 | The routine maintenance of above road work including earthen shoulder, Cement Concrete Pavementetc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date and ends after five years. (Including cost of materials T&P labour but excluding GST) for 3rd Year maintenance [email protected]% |
| 31 | The routine maintenance of above road work including earthen shoulder, Cement Concrete Pavement etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date and ends after five years. (Including cost of materials T&P labour but excluding GST) for 4th Year maintenance [email protected]% |
| 32 | The routine maintenance of above road work including earthen shoulder, Cement Concrete Pavementetc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date and ends after five years. (Including cost of materials T&P labour but excluding GST) for 5th Year maintenance [email protected]% |
