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| 1 | Part-A (Bituminous Work)Providing laying, spreading and compacting machine crushed stone ballast of approved quarry of 53-22 4mm size to water bound macadam of G-3 specification including spreading in uniform thickness, hand packing rolling with power roller 8 to 10 tonnes in stages to proper grade and camber applying and brooming with crushable screening material le stone dust to fill-up the interstices of coarse apgregate, watering & rolling making necessary earthen bund to protect edges, lighting, guarding, barricadding etc including the cost of all materials, labour, T & P etc. required for proper completion of work aas per MORD specifications no 405 (Excluding Cost of GST) |
| 2 | Providing & applying Tack Coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.30Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with Machanical broom, including all Taxes, Material, Labour, T&P etc required for proper completion of the work, as per MORD specification No. 503.Excluding Cost of GST) |
| 3 | 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 & grades Bitumen @14.6 Kg/10 sqm. area for premixing Including all Material, Labour and T&P etc required for proper completion of the work, as per MORD specification No. 508. Excluding Cost of GST) |
| 4 | Providing and laying seal coat type \"C\" sealing the voids in a bituminous surface P.C. Surface laid to spedified 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./10 Sqm including heating of Bitumen to the required temperature and including all material, Labour & T&P etc. as per Clause 510 of MORD Specification Excluding Cost of GST) |
| 5 | 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 requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. .(Excluding Cost of GST) |
| 6 | Part-B (CC Work)Providing laying, spreading and compacting machine crushed stone ballast of approved quarry of 53-22 4mm size to water bound macadam of G-3 specification including spreading in uniform thickness, hand packing rolling with power roller 8 to 10 tonnes in stages to proper grade and camber applying and brooming with crushable screening material le stone dust to fill-up the interstices of coarse apgregate, watering & rolling making necessary earthen bund to protect edges, lighting, guarding, barricadding etc including the cost of all materials, labour, T & P etc. required for proper completion of work aas per MORD specifications no 405 (Excluding Cost of GST) |
| 7 | CEMENT CONCRETE PAVEMENT(C.C ROAD) construction of un-reinforced plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. |
| 8 | 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 requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. .(Excluding Cost of GST) |
| 9 | DRAINExcavation 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 by Hydraulic excavator/manual means. For Building/ Drain work only. As Per SOR Ch.- 4 S.I. No 251 page 25 (For Drain ) (Excluding Cost of GST) |
| 10 | Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Fine sand : 8 graded stone aggregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. In Foundation and floors. As Per SOR Ch.- 5 S.I. No 275 page 27(For Drain )(Excluding Cost of GST) |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-100 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) As Per SOR Ch.- 6 SI. No 6 page 30 (For Drain ) (Excluding Cost of GST) |
| 12 | 12 mm cement plaster on brick work with cement mortar of mix (upto 10 mtr height from Ground level) 1:3 (1 cement : 4 Coarse sand) As Per SOR Ch.- 13 SI No 1 (PWD SI No 584) page 55(For Drain ) (Excluding Cost of GST) |
| 13 | Providing and laying cement concrete in 1:2:4 (1 Cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. All work upto plinth level As Per SOR Ch.- 4 SI. No 5 (PWD SI- 279) page 28 (For DrainWork) (Excluding Cost of GST) |
| 14 | CULVERTExcavation 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 by Hydraulic excavator/manual means. For Building/ Drain work only. As Per SOR 4.1.1 |
| 15 | Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. In Foundation and floors. As Per SOR275(a) |
| 16 | Providing and laying of 40 mm gauge B/B under Hume pipe culvert foundation in road work including all materials, labours, T&P etc. required for completion of the work. As Per SOR20-18 |
| 17 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) As Per SOR6.1.1 |
| 18 | Supply and Laying of of 350 mm dia NP-3 Hume Pipe including 15%Transportation Charges includin all materials, Labour, T&P etc. complete as per requirements of Site.As Per Direction of E/I. foundation below HP Level(For 350mm) |
| 19 | Ruled Pointing on brick work with cement mortar of mix 1:3 (1Cement : 3 Fine Sand) SOR SI No. 574A |
| 20 | 12 mm cement plaster on brick work with cement mortar of mix (upto 10 mtr height from Ground level) 1:4 (1 cement : 4 Coarse sand) As Per SOR13.4.1 |
| 21 | White washing with lime on undecorated wall surfaces (Two coats) to give an even shade including thoroughly brooming the surface to remove all dirt, dust mortar drops and loose scales of lime wash and other foreign matters. As Per SOR 672 |
