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| 1 | Part A - Earth work in cutting of in embakment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50 m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slops and also including 1.5m 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. SI No. 253 (a) |
| 2 | Water Bound Macadam Sub-base (A) W.B.M. Grade-3 Providing laying, spreading and compactong stone aggregates of specific sizes to water bound macadam, specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming, crushable screening to full up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. (2) |
| 3 | Provinding and applying primer coat with Emulsion ss-1 onprepared surface or granular Base including clearing of road surface and spreding primer at the rate of 0.70kg/sqm using mechincal means before Applying prime coat the surface will be cleaned with air compressor and water will also be sprinklod with water tanker to keep the surface Moist. The prime coat with be applied 24 hrs before the application of bituminous ,ourse including all Taxes, Material, Labour T&P etc. required for proper completion of the work. as per MORD Specification No. 502 |
| 4 | Providing applying tack Coat with bitumen VG-10 grade using exulison pressure distributor at the rate of 0.30 Kg. per sqm on the prepared guanalar surface treated with primer and cleaned with hydraulic broom as per technical specification clause 503 |
| 5 | Providing, laying and rolling of open grade premix carpet of 20 mm thickness Composedof 13.2 mm to 5.60 mm aggregatesincluding mixingin a suitable plant. laying with a threewheels80-100 kN static roller capacity, finished to required leve & gradesBitumen @ 14.6kg/10sqm agea for premixing including Taxesx, Material, Labour and T&P etc required for proper completion of the work as per MORD specification No. 508 (Rates Including of Bitumen VG-10) |
| 6 | Providing andlaying seal coat sealing the voids in a bitumenious surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 513 |
| 7 | Brick solingwith M-150 bricks laid onedge & dry brick edgingon both side including preparation of subgrade to required camber and including supply of bricks filling joints with local earth spreading a blind coat of 1cm depth of local earth P.I. 5 to 7 or sand over the entire surface and including labour& T&P etc. required for proper completion of work or slop as per direction of E/I |
| 8 | Providing & fixing Typical informatory sign board asper MORD specification and drawing. Three M.S. plate of 1.6 mm thick, top and middle plate duty welded with M.S. flat iron 25mm x 5 mmsize on back on edges. The lower plate will be welded with M.S angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75mm of 12 SWG sheet tubes post duly embedded in cement conc. M-15 grade black of 450mm x 450mm x 600mm below ground level. All M.S. will be stove enametat on both sides. Lettering and Printing arrows, border etc.will be painted with ready mixed sign thick enamd paints of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer andtwo coats of epoxy paints as per drawing clause 1701 and annexure 1700. |
| 9 | Part-B Water Bound Macadam Sub-base (A) W.B.M. Grade-3 Providing laying, spreading and compactong stone aggregates of specific sizes to water bound macadam, specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming, crushable screening to full up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. (2) |
| 10 | Laying of I shaped precast Interlocking tiles of thickness100mm (Compressive strength not less then 30Mpa and weight 4.50Kg.) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. Including VAT 100 mm (Rubber molded)Part-B |
| 11 | Excavating, supplying and filling of local earth by mechanical transport upto a lead upto 5Km also including ramming and watering of the earth in layers not exceeding 20 cm in trenchs, plinth, of foundation etc. complete Part-B |
| 12 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m & 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 into the plinth & removal & disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. (SI 251) Part-B |
| 13 | Providing & laying cement concrete in 1:6:12 (1 cement : 6fine sand : 12 graded stone ballast 40mm nominal size) & curing complete, including cost of form work. In Foundation & floors. (SI 273) A Part-B |
| 14 | Class-150 brick work in 1:4 cement & fine sand of 1.25 fineness modulus mortar in foundation & plinth including supply of all material, labour & T&P etc. required for proper completion of the work. (SI 305) Part-B |
| 15 | 12mm Cement plaster in single coat of fair side of single of half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm. In girth and finished even and smooth No. extra for mixing any additive.(II) 1cement : 3 coarse sand (as per SI 17.58) II Part-B |
| 16 | Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 Stone grit (20 mm nominal size) approved coarse sand and cement, curing complete, Including cost of form work. In Foundation and floors. SI 279 (A) Part-B |
| 17 | Maintainance of First Year (@0.00% of Total Work Amount ofPart A |
| 18 | Maintainance of Second Year(@ 1.50% of Total Work Amount of Part A |
| 19 | Maintainance of Third Year(@3.00% of Total Work Amount of Part A |
| 20 | Maintainance of Fourth Year (@4.50% of Total Work Amount of Part A |
| 21 | Maintainance of Fifth Year (@6.00% of Total Work Amount of Part A |
| 22 | Maintainance of First Year (@0.00% of Total Work Amount ofPart B |
| 23 | Maintainance of Second Year (@ 0.25% ofTotal Work Amount of Part B |
| 24 | Maintainance of Third Year(@0.50% of Total Work Amount of Part B |
| 25 | Maintainance of Fourth Year (@0.75% of Total Work Amount of Part B |
| 26 | Maintainance of Fifth Year (@1.00% of Total Work Amount of Part B |
