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| 1 | Construction of Embankment/ Patri with approved materialobtained from Borrow-pits with a lift, transporting to site, spreading, grading to required slope and compacting to meet requirements of table 300.20. As per MORT&H Specification No. 3.16 (305). (Cartage Earth) |
| 2 | Providing, Laying and spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub base. |
| 3 | Providing, Laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base. |
| 4 | Providing & applying Tack Coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with air compressor, including all Taxes, Material, Labour, T&P etc required for proper completion of the work, as per MORD specification No. 503 |
| 5 | Providing, laying & rolling of open graded Premix Carpet of 20mm thickness composed of 13.2mm to 5.60mm aggregates including mixing in a suitable plant, laying & rolling with a three wheeled 80-100KN Static Roller capacity, finished to required level & gradesBitumen @ 14.6 Kg./ 10 sqm. area for premixing including all Taxes, Material, Labour and T&P etc required for proper completion of the work, as per MORD specification No. 508. |
| 6 | Providing and laying seal coat type \"C\" sealing the voids in a bituminous surfsce P.C. surfacelaid to specified levels grade and cross fall using with 6.7 mm nominal size grit of approved quarry @ 0.09 cum per 10sqm with Bitumen @ 6.50 kg/10sqm including heating of Bitumen to the required temperature and including all material , Labour & T&P etc. as perClause 510 case-III of MORD Specification. |
| 7 | 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. As per S.I. No. 251 |
| 8 | Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. As per S.I. No. 4.1.8 |
| 9 | Class-150 (Non Modular) brick work in 1:4 cement and Coarse sandmortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. As per S.I. No. 6.1.1 |
| 10 | Flush Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 coarse sand) :Raised and cut pointing. As per S.I. No 13.31.2 |
| 11 | 12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand ofsingle coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth.As per S.I. No. 13.4.1 |
| 12 | Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. As per S.I. No. 4.1.3 |
| 13 | Supply and laying & fixing of 350mm dia NP-3 Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification. |
| 14 | Supply and laying & fixing of 600mm dia NP-3 Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification. |
| 15 | Supply and laying & fixing of 1000mm dia NP-3 Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification. |
| 16 | Part-BMaintainance Charge including @ Earth Work, GSB, WMM, Prime Coat, Tack Coat, DBM and BC etc as per Direction of E/I for the period of Five Years from the actual completion of work. including GST shall be paid extra as applicable at the time of payment. (Total work amount-14234482.00) |
| 17 | Maintainance of First Year(@0.00% of Total Work Amount of 1 to 13) |
| 18 | Maintainance of Second Year (@ 1% of Total Work Amount of 1 to 13) |
| 19 | Maintainance of Third Year (@ 1.50% of Total Work Amount of 1 to 13) |
| 20 | Maintainance of Fourth Year (@ 2% of Total Work Amount of 1 to 13) |
| 21 | Maintainance of Fifth Year (@ 3% of Total Work Amount of 1 to 13) |
| 22 | Note -1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable2- Labour cess @ 1% will be deducted from contractor\"s bill at the time of payment 3- Maintenance (SL No 15) will be calculated on value of actual work done. |
