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| 1 | Providing, laying, spreading and compacting 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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. |
| 2 | Providing, laying, spreading and compacting 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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 3 | Providing, laying, spreading and compacting 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, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 4 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 50 |
| 5 | Providing and applying tack coat with Bitumen VG-10 using Bitumen Pressure Sprayer at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer or previously painted surface & cleaned with Hydraulic broom as per MORD Technical Specification Clause 503. and direction of Engineeer in Charge . |
| 6 | Providing, laying and rolling of open-graded premix carpet of 20 mm thick (compacted) composed of 13.2 mm to 5.6 mm aggregates of approved quarry using bitumen (VG-10) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant (Mixol), 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 Type C as per MORD Technical Specification Clause 508 and direction of Engineer-in-charge. |
| 7 | 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 MORD Technical Specification Clause 510 and direction of Engineer-in-charge. |
| 8 | Providing & fixing of M.S. Sign Board as per approved Drawing of Mandi Parishad at road site including Painting with enamel paint and letter writing with road sign as per direction of E/I. |
| 9 | Earth in cutting or in embankment in ordinary soil, excavation to be done in form of regular pits not exceeding 1/2 M. in depth and work in embankment to be in 20 cm layers including ramming and dressing the surface to required level and slopes and also including 1.5 M. lift and 30 m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 m distance as directed by the Engineer in charge . |
| 10 | Supply and laying and fixing of 350 mm dia NP-3 R.C.C. Hume pipe with required collors including loading, unloading, cartage upto site. Supply of all materials all labour. T&P etc. and also including all other taxes/charges for proper completion of work as per direction of the Engineer in charge. Jointing of pipes shall be with 1:2 cement and course sand mortar. |
| 11 | Brick edging on both sides of roads of 1st class brick 8cm (3\") wide & 12cm (4.50\") deep laid with mud mortor including labour & suplly of bricks finished to required templete and in proper alignment and also including dressing & ramming the excavated earth including all labor T&P sudries required for completion of work with material. |
| 12 | Earth work in excavation in trenches for foundations and pipes in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. lead upto 50 M. and dressing of sides and ramming of bottoms and disposal of surplus excavated earth as directed by the Engineer in charge within a lead of 50 M. |
| 13 | Providing and laying cement concrete 1:6:12 ( 1 cement : 6 find sand : 12 graded brick aggregate 40 mm nominal size) Including supply of all material, labour, T&P, curing, cost of formwork complete in all respect in foundation and under floors. |
| 14 | M-150 class brick work in 1:4 cement and coarse sand of 1.25 fineness modules mortor in foundation and plinth including supply of all materials, labour and tools and plants etc .complete in all respect required for proper completion of the work & as per direction of Engineer-in-charge. |
| 15 | Supply laying and fixing of 600 mm dia Hume Pipe with collor including cartage. |
| 16 | Struck pointing over brick work with cement mortar 1:2 (1 cement: 2 sand) including cost of all materials labour and T&P curing etc. required for proper completion of the work. |
| 17 | Providing and laying cement concrete 1:2:4 1 cement: 2 Course sand: 4 graded stone ( aggregate 20 mm nominal size) Including supply of all material, labour, T&P, curing, cost of formwork complete in all respect in foundation and under floors. (S.I. No.279 b) |
| 18 | Maintenance of Second Year (@ 1.00% ) |
| 19 | Maintenance of Third Year (@ 1.50% ) |
| 20 | Maintenance of Fourth Year (@ 2.00% ) |
| 21 | Maintenance of Fifth Year (@ 3.00% ) Please Enable Macros to View BoQ information |
