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| 1 | 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. (Sl. No. 253 ) |
| 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 three wheel 80-0100 kN static roller in stages to proper grade and camber, applying and brooming , crushable screening 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 three wheel 80-0100 kN static roller in stages to proper grade and camber, applying and brooming , crushable 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 & applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 5 | Providing and applying tack coat with bitumen VG-10 at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical specification clause 503 |
| 6 | Providing, laying and rollingof open graded mix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or imulsion to required line, grade and level to serve as wearing course on apreviously prepared base , including mixing in a suitable plant, laying and rolling with a three wheeled 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of type C as per Technical specification clause 508 |
| 7 | Providing, and laying 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 |
| 8 | Providing and fixing of Mild steel sign board as per drawing design including writing of details as specified by Engineer in charge. including supply of all materials, labour T&P, cartage upto site complete in all respect required for proper completion of the work and as per direction of E/I. |
| 9 | Maintenance of Second Year (@ 1.00% ) |
| 10 | Maintenance of Third Year (@ 1.50% ) |
| 11 | Maintenance of Fourth Year (@ 2.00% ) |
| 12 | Maintenance of Fifth Year (@ 3.00% ) |
| 13 | Providing & laying spreading and compacting stone aggregates of specifice size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 3 as per Technical specification Clause 405 Mord Book Page No. 4-18 |
| 14 | Providing and Laying cement concrete 1:6:12 (1) cement:6fine sand: 12graded brick aggregate 40mm nominal size) including supply of all materials, labour, T&P, Curing, Cost of form work complete in all respect in foundation and under floor (SI No. 273 |
| 15 | M-150 class brick work in 1:4 Cement and course sand mortar in foundation and plinth including supply of all materials labour and tools and plants etc. requried for proper completion of the work. As per direction of Engineer in charge (SI No. 6.1.1) |
| 16 | Supply and laying of 80mm thick grey mecnanically compressed interlocking cement concrete paver blocks manufactured by high pressure and controlled vibration machine having minimum 5 mm thick topping of cement mixed with 20% marble powder the compressive strength of concrete paver bloks shall not be less than 30MPa & 4.50 Kg an I.S.I marked as per drawing and confirming to RC-SO-63-2004 over etc.& also including 25mm Local sand cushion below Interlocking Block as per drawing required for proper completion of the work. Clause 1504 Excluding GSB (S.No 16 page 40) |
| 17 | Laying C.C. consisting of 1:2:4 cement, course sand and approved 2 cm gauge stone ballast over prepared sub grade after its rectifications and bringing its to proper camber and including supply of all material complete in all respect |
| 18 | 12mm thick plaster 1:4 cement and coarse sand mortar over brick work including supply of all materials, labour and T&P etc. required for proper completion of work. 155+22= 177 Diff. (S.I. (583-582) |
| 19 | Earth Work in excavation in trenches for foundation and pipe, cable etc. in ordinary soil (Loan clay or sand) including lift upto 1.5M lead upto 50M and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by engineer in charge with in a lead of 50 meter. I/C Royality (SI251) |
| 20 | 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 |
| 21 | Maintenance of Second Year (@ 0.25% ) |
| 22 | Maintenance of Third Year (@ 0.50% ) |
| 23 | Maintenance of Fourth Year (@ 0.75% ) |
| 24 | Maintenance of Fifth Year (@ 1.00% ) Please Enable Macros to View BoQ information |
