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| 1 | Earth work in cutting or in embankment in Ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. (Excluding royality) SI No. 253 |
| 2 | Providing, laying, spreading and compacting 22.4-53mm gauge stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3-wheeled steel/vibratory roller 80-100 tonnes in stages to proper grade and camber, applying and brooming requiste type of screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading III as per technical specification clause |
| 3 | Providing and Applying Primer Coat with bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of raod surface any spraying primer at the rate 0.70 kg/Sqm using mechanical means. As per M.O.R.T.&H. specification clause 5.1 SI No -502 |
| 4 | Providing and Applying tack coat with Bitumen VG-10 using Pressiure distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 III |
| 5 | Providing and laying 20 mm thick open-graded premix carpet using Bitumen VG-10 composed of 13.2 mm to 5.6 mm aggregates to required line, grade and evel II serve as per MORD Specific 508Clause |
| 6 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 |
| 7 | Brick edging on both sides of the road with M-150 class bricks 8 cm (3\") wide and 12 cm. 4.5\" deep laid with mud mortar including labour and supply of bricks finished to required template and proper alignment and also including dressing and rammingg the excavated earth as directed by Enineer-in-charge. S.I. No. 765 & analysis |
| 8 | Supply and fixing of Road Sign Board of approved drawing and design including cost of all materials, labour, T&P etc. required for proper completion of the work as directed by Engineer-in-charge. |
| 9 | Excavation in foundations in Ordinary Soilincluding lift upto 1.5m and lead upto 30 m. & including filling, watering and ramming of excavated Earth into the trenches or into the Space between the building and the sides of the foundation trenches or into plinth and removal and disposal of surplus earth as directed by the engineer-incharges upto a distance of 30m. from the foundation trenches. SI.No. 251 |
| 10 | Sand filling in plinthincluding supply of necessary quantity of sand from approved quarry including ramming and dressing etc. required for proper completion of work. S.I. No. 255 |
| 11 | Cement concrete with 4cm gauge approved stone ballast, approved coarse sand, cement in the proportion 8:4:1 includingsupply of all materials, labour, T&P etc. required for proper completion of work.S.I.No. 281 |
| 12 | M- 150 class brick work in 1:4 cement and Fine sand of 1.25 F.M. mortar in foundation and plinth Including cost all materials, labour & T&P, etc. required for proper completion of the work. S.I.No. 305 |
| 13 | M- 150 class brick work in 1:6 cement and Fine sand of 1.25 F.M. mortar in super structure Including cost all materials, labour & T&P, etc. required for proper completion of the work. S.I.No. 303+309+310 |
| 14 | 4 cm thick PCC Floor in 1:2:4 with 2 cm gauge stone grit but without base concrete work Including cost all materials, labour & T&P, etc. required for proper completion of the work. SI. No. 665 P-60 |
| 15 | 12 mm thick plaster in 1:4 cement and coarse sand mortar thickness not to be less than 10 mm including supply of all materials labour and T&P etc. required for proper completion of the work. S.I.No. 17.58(ii) |
| 16 | Supply and laying of 350 mm dia NP-3 Humepipe including cost of pipe, loading, unloading and transportation upto site of workalso including cost all materials, labour & T&P, etc. required for proper completion of the work. Analysis |
| 17 | Finishing wall with water proofing cement paint of approved make and quality on new work with three coats to give an even shade,including cost all materials, labour & T&P, etc. required for proper completion of the work. S.I. No. 660+661+661 |
| 18 | Maintenance of First year (0.00% of Total Amount of Premixing etc. work) |
| 19 | Maintenance of Second year (2.00% of Total Amount of Premixing etc. work) |
| 20 | Maintenance of Third year (3.00% of Total Amount of Premixing etc. work) |
| 21 | Maintenance of Fourth year (4.00% of Total Amount of Premixing etc. work) |
| 22 | Maintenance of Fifth year (6.00% of Total Amount of Premixing etc. work) |
| 23 | Excavation in foundations inordinary soilincluding lift upto 1.5m and lead upto 30 m. & including filling, watering and ramming of excavated Earth into the trenches or into the Space between the building and the sides of the foundation trenches or into plinth and removal and disposal of surplus earth as directed by the engineer-incharges upto a distance of 30m. from the foundation trenches.SI.No. 251 |
| 24 | Sand filling in plinthincluding supply of necessary quantity of sand from approved quarry including ramming and dressing etc. required for proper completion of work. S.I. No. 255 |
| 25 | Cement concrete with 4cm gauge approved stone ballast, approved coarse sand, cement in the proportion 8:4:1 includingsupply of all materials, labour, T&P etc. required for proper completion of work. S.I.No. 281 |
| 26 | M- 150 class brick work in 1:4 cement and Fine sand of 1.25 F.M. mortar in foundation and plinth Including cost all materials, labour & T&P, etc. required for proper completion of the work. S.I.No. 305 |
| 27 | 12 mm thick plaster in 1:4 cement and coarse sand mortar thickness not to be less than 10 mm including supply of all materials labour and T&P etc. required for proper completion of the work. S.I.No. 17.58(iii) |
| 28 | Supply and laying of 125 microne polythene sheet of approved qualityincluding cost of all materials, labour, T&P etc. required for proper completion of the work as directed by Engineer-in-charge. Analysis |
| 29 | Plain cement concrete with 2cm gauge approved stone grit and approved coarse sand and cement in proportion of 1:1.5:3 including cost of all materials, labour, tools and plants, etc. required for proper completion of the work. S.I. No.New item a and analysis |
| 30 | Maintenance of First year (0.00% of Total Amount of C.C. work) |
| 31 | Maintenance of Second year (0.25% ofTotal Amount of C.C. work) |
| 32 | Maintenance of Third year (0.50% ofTotal Amount of C.C. work) |
| 33 | Maintenance of Fourth year (0.75% ofTotal Amount of C.C. work) |
| 34 | Maintenance of Fifth year (1.00% ofTotal Amount of C.C. work) |
