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| 1 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required sloe and compecting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 2 | 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. |
| 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 80-100 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) |
| 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 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) |
| 5 | 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. |
| 6 | 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 |
| 7 | 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. |
| 8 | 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 |
| 9 | 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) |
| 10 | Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 |
| 11 | Reinforcement cement concret M-15 grade kilometer stone/local stoneof standard design as per IRC :8 fixing in 200 METER STONE (Precast) |
| 12 | Reinforcement cement concret M-15 grade kilometer stone/local stoneof standard design as per IRC :8 fixing in KM. STONE (Precast) |
| 13 | Supply and fixing of Informatory Sign Board at Starting Point and End point of the road. |
| 14 | 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 |
| 15 | 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 |
| 16 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. \\"350MM dia Hume pipe 350 mm (rate as per PWD bly circle. Sor dt. 15-04-2025) S.I.NO. Non. sch.-5(iv) |
| 17 | Laying and fixing of RCC hume pipe NP-3 class (Labour Only) |
| 18 | Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) (RBM) |
| 19 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(rate as per PWD bly circle. Sor dt. 15-04-2025) Non Sch.-5(iii) |
| 20 | Laying and fixing of RCC hume pipe NP-3 class (Labour Only) |
| 21 | Cement concrete wit 4cm gauge approved brick,ballast ,approved coarse 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 |
| 22 | 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 |
| 23 | Pointing with cement mortar (1:2) on brickworkincluding 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.57 |
| 24 | 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) |
| 25 | 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) |
| 26 | R.C.C Work with cement approved coarse sand and 2cm gauge approved stone ballast in proportion of 1:1.5: 3 in substructure excluding supply of reinfocement and its binding but including its fixing and binding the same with binding wire and including necessary centering and shuttering etc. and also 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) item no. 283 but for slab. S.I.No.284 |
| 27 | Mild steel or iron work in such as reinforced concrete or reinfored brick work (when not included in an over all rate ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. (rate as per PWD bly circle. Sor dt. 15-04-2025) item no. 504 Please Enable Macros to View BoQ information |
