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| 1 | Clening jungle including uprooting of rank vegetation grass bush, wood trees and saplings of girth upto 30 cm at a height of 1 mtr. Above ground level & removal of rubbish upto a distance of 50 m outside the periphery of area cleared as per Sl.No. 259 |
| 2 | Excavation for Road Way in soil using manual means for carrying of cut earth to embakement side with a lifts upto 1.50 Mtr. & Lead upto 50mtr. As per Technical specification clause 302.3 As per Morth 302 (3.5) Sl.No. 16 Ch-25 |
| 3 | Construction of Subgrade and earthen shoulders with approved material obtained from borrows pits with all fifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1 as per Morth 303 (3.14) Sl.No. 19 Ch-25 |
| 4 | 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 rotavater at OMC, and compacting with smooth wheeled roller to achieve the desired density as per clause 401(GSB Grade I) |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes (63-45 mm) 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. (WBM II) |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes (53-22.4 mm) 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. (WBM III) |
| 7 | 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 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 8 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & 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 (passing 100% on 22.4 mm sieve and fully retained on 11.2 mm seive ) and 11.2 mm (passing 100% on 13.2 mm sieve and fully retained on 5.6 mm seive) granite stone grits in the ratio 2:1 using penetration grade bitumen 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 Type C as per Technical Specification Clause 508. (using Bitumen 80/100 grade) By Mechanical Means |
| 10 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 (using 80/100) |
| 11 | Brick edging on both side of road with first class brick 8 cm. (3\\") wide 12 cm. (4.50\\") deep laid with mud mortor including all materials, labour, T & P etc. complete. As Per SOR Ch.25 Sl.No. 21 MORTH 11.15 |
| 12 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.Ordinary Kilometer Stone (Precast) |
| 13 | Reinforced cement concrete M15 grade hectometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.200 m Stone (Precast) |
| 14 | Supply of Aluminium composite material digital written sign board of size 1.20x0.75 m and 3.00 Mtr. High Frame of Board should be angle iron 35x35x5 mm cross tightend with MS Iron patti 2.5 cm wide and 3 mm thick. All MS Iron work iron should be printed as per Sanctioned by SE RED Circle Kanpur 05.10.16 (Dedcution 4% VAT) |
| 15 | Cartage and Fixing Size board upto site and pit of size 0.40x0.40x60 m in 1:2:4 cement coarse sand and 20 mm stone grit M-15 Mortar. as per Sanctioned by SE RED Circle Kanpur 05.10.16 (Dedcution 4% VAT) |
| 16 | Road Marking with hot applied thermoplastic compound with reflectorising glass beads on bitumeneous surface providing and alying of hot applied thermoplastic compound 2.5mm thick I/c relectorising glasss beads @ 250 gm/sqm are thickness of 2.5mm is exclusive of surface applied glass bleads as per IRC 35-2015 the finished surface to be leveled uniform and free from steaks and holes as per Sl.No. 02 Ch-26 |
| 17 | Excavation of foundation in ordinary soil I/c all complete T&P etc as per Sl No. 251 |
| 18 | Concrete with 4Cm. Gauge stone ballast and coarse sand and cement in proportion of 6:3:1 I/c supply of all material, labour and tools and plants etc. as per Sl.No. 280 |
| 19 | Fillling in foundation trenches using coarse sand as per Sl.No. 10 Ch-1 |
| 20 | M-150 Class Brick Work in 1:4 cement and Coarse sand in foundation plinth etc. I/c all complete as per Sl. No. 305 NS |
| 21 | Laying Cement Concrete 450mm dia Pipe NP3 (burried conduits) on first class bedding of granular material in single row including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet |
| 22 | 12 mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers and rounded angles not exceeding 80 mm in girth and finished even and smooth etc. as per Sl.No. 2 (13.4) Ch- 13 Please Enable Macros to View BoQ information |
