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| 1 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20\\") in depth and earthwork in embankment to be 20 cm (8”) layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in- charge Excluding Royalty. |
| 2 | Earth work in excavation in trench for foundation in ordinary soil i/c lift upto 1.50 mtr. & lead upto 50.00 mtr and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed bu the E/l within a distance of 50 m. (as per SI No. 251) |
| 3 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC. and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 4 | 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 80-100 kN static roller in stages to proper grade and camber, applying and blooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause. |
| 5 | 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 80-100 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. |
| 6 | Brick edging 7 cm wide on both sides of the road With Staraight over burnt bricks complete as per PWD specification no. 20.15 |
| 7 | Providing and applying primer coat with emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 8 | Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 9 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, 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 of either Type A as per Technical Specification Clause 508. |
| 10 | Providing and laying seal coat sealing ths voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510. |
| 11 | P/L C.C. in 1:6:12 in foundation with cement fini sand &40 mm gauge b/ballast as per S.I. No.273 |
| 12 | M-150 B/Work in 1:4. cement & c/sand mortar as per S.I.No.-305(b) |
| 13 | 12 mm thick plaster with cement mortar in proportion of 1:2 cement and fine sand of 1.25 F.M. As per SOR Item No.580 |
| 14 | 2.50cm. (1\\") thick damp proof coarse with cement concrete consisting of one part cement 1.5 parts approved coarse sand and 3 parts approved 13 mm (1.5\\") graded stone grit and including water proofing materials as ordered by thc Engineer-in-charge in the proportion as specified by the manufacturers. ks per SOR Item No. 361 |
| 15 | R.C.C. \work in 1:1.5:3 cement, c/sand &20 mm gauge stone grit etc as per S.I.No-284B |
| 16 | S/f reinforcement in R.C.C. work including all cost complete as per S.I.No- 504 |
| 17 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design. over a prepared sub base. with 43 grade cement or any other type as per clause 1501.22 M30 (Grade), coarse and fine aggregates conforming to IS: 383. miximc m size of ccarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batctzer using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per dra\ving). spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators arid finished in continious operation including provision of contraction and expansion, construction joints, applying debonding strips, prim°r, sealant, dowel bars, near approaches to bridge/culvert anal construction joints, admixtures as approved. curing of concrete slabs for 14- days. |
| 18 | Construction of 350 mm dia humpe pipe culvert |
| 19 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20\\") in depth and earthwork in embankment to be 20 cm (8\\") layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to bs used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in- charge Excluding Royallty Cartage 5 KM. For Patri 3 Km cartage. |
| 20 | S/f of lnaguration Stone Please Enable Macros to View BoQ information |
