|
| 1 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 2 | Earthwork for subgrades and shouldersEarthwork in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20 cm layers, including ramming and dressing the surface to required levels & slopes & also including 1.5lift & 30m lead. The earth from cutting to be used in making embanment or to be deposited as spoil banks within 30m. distance as directed by the enginee incharge. on earthen shoulder. (As per PWD SOR S.I. No. 253) (The rates inclusive of all duties, taxes, royalties, cess and other levies etc payable by the contractor under the contract or any other cause etc. but Excluding G.S.T. which shall be paid extra as per prevailling G.S.T. rate at the time of preparation of bills) |
| 3 | Same as above item 253 but extra for carted earth quanitity lead upto 1.00 km. including first km. cartage and loading and unloading of earth. |
| 4 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specificatin Clause 401. |
| 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 2 as per Technical Specification Clause 4.7-405(2) |
| 6 | 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 4.7-405(3) |
| 7 | Brick Edging on both sides of the road of first class bricks 8cm (3\\") wide and 12 cm (4.5\\") deep laid with mud mortar including labour and supply of bricks finished to required template and proper alignment and also including dressing and ramming the excaveted earth as directed by Engineer-in-charge. |
| 8 | Providing and applying primer coat with Bitumen Emulsion(SS-1) on prepared surface of granular base incluiding cleaning of road surface and spraying primer @ 0.70 to 1.00 kg /sqm using machenical means as per Technical Specification Clause 502 |
| 9 | Providing and applying tack coat with Bitumen emulsion (VG-10) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared granular surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 10 | 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 C (mechnical means) as per Technical Specification Clause 508. (used By paver finisher) VG-10 |
| 11 | 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 Technical Specification Clause 510. VG-10 Type C (mechnical means) |
| 12 | Supply and laying of factory made 80 mm thick tiles of precost compressed C.C. passing minimum 30 mpa compassive strength I.S.I. marked including levelling and dressing of surface to required level and slope filling joints with local sand including cost of all materials labour and T&P etc. but excluding cost of local and required for porper completion of the work as per directed by E/L As per SI no. ch. 20 road work new Item I. |
| 13 | Reinforcement cement concret M-15 grade kilometer stone/local stoneof standard design as per IRC :8 fixing in 8.6/1700 200 METER STONE (Precast) |
| 14 | Reinforcement cement concret M-15 grade kilometer stone/local stoneof standard design as per IRC :8 fixing in 8.6/1700 Ordinary Kilometer Stone (Precast) |
| 15 | Supply and fixing of Informatory Sign Board at Starting Point and End point of the road. |
| 16 | Road Marking with Hot Applied Thermoplastic Compound with reflactrosing Glass Beads on Bituminous surface providing and laying of Hot Applied Thermoplastic Compound 2.5mm thick including reflactrosing Glass beads @ 250gsm per Sqm Aera thickness of to .5 mm is exclusive of surface alliied glass beads as As per IRC 35-2015 the finished surface to be level uniform and line from streaks and hates As per SOR PWD 15-04-2025 on page no 49 sl no 2 |
| 17 | Construction of 350mm dia hume pipe culvert etc complete |
| 18 | Construction of 600 mm dia hume pipe culvert etc complete |
| 19 | Earthwork in excavation in ordinary soil , loam, clay or sand including lift upto 1.5m & upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches into the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. required for proper completion of the work (rate as per PWD bly circle. Sor dt. 15-04-2025) S.I.No. 251 |
| 20 | Cement concrete wit 4cm gauge approved brick ballast ,Fine sand and cement in the proporation of 1:4:8 including supply of all materials, labour and T&P etc.required for proper completion of the work (rate as per PWD bly circle. Sor dt. 15-04-2025) S.I.No.275 |
| 21 | First Class Brick work in 1:4 cement and coarse sand mortar in foundation complete including supply of all materials, labour and T&P etc.required for proper completion of the work.(rate as per PWD bly circle. Sor dt. 15-04-2025) SI.No.305 |
| 22 | Cement concrete wit 2cm gauge approved stone,ballast ,approved coarse sand and cement in the proporation of 1:2:4 including supply of all materials, labour and T&P etc.required for proper completion of the work (rate as per PWD bly circle. Sor dt. 15-04-2025) S.I.No.279(i) |
| 23 | Plastering with cement mortar (1:5)cement and coarse sand on brick work including supply of all materials, labour and T&P etc.required for proper completion of the work (rate as per PWD bly circle. Sor dt. 15-04-2025) S.I.No-584(i) Please Enable Macros to View BoQ information |
