Periodic Renewal And 5 Year Maintenance Of Road Under District Siddharthnagar Package No Up6509r-D.D Road to Mudila Pakdi Pathan, (B) Pilibhit Bahraich Road to Dhankharpur Marg Via Hsinabad Total Road Length 11.40 Package No- UP 6509R
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Project Description
Periodic Renewal And 5 Year Maintenance Of Road Under District Siddharthnagar Package No Up6509r-D.D Road to Mudila Pakdi Pathan, (B) Pilibhit Bahraich Road to Dhankharpur Marg Via Hsinabad Total Road Length 11.40 Package No- UP 6509R
BOQ
| Sl. No. | Item Description |
| 1 | Providing, laying, spreading and compacting stone aggregates of (Grading -III materials base course of 22.4~53 mm size stone ballast of compacted thickness 75 mm of approved quarry of grading B1 including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(By Manual Means). |
| 2 | Pilibhit Bahraich Road to Dhankharpur Marg Via Hsinabad |
| 3 | 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 4 | Pilibhit Bahraich Road to Dhankharpur Marg Via Hsinabad |
| 5 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 6 | Pilibhit Bahraich Road to Dhankharpur Marg Via Hsinabad |
| 7 | Providing, laying and rolling of open-graded premix carpet by Mechanical Means of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates (as per RRM -SP-20-2002 cl.8.7.5.2 pp199 table 8.17,passing 22.4 sieve ~retaining11.20 mm sieve @ 0.18 cum per 10 sqm. & and passing 13.2mm ~retaining 5.6mm sieve @0.09 cum per 10 sqm) using penetration grade S-90 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 as per Technical Specification Clause 508. |
| 8 | Pilibhit Bahraich Road to Dhankharpur Marg Via Hsinabad |
| 9 | Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingType \"C\" by Mechanical Means(as per MoRD clase 510.3.5 using stone chips of 6.7mm size; 100% passing from 9.5 mm sieve & 100% retained on sieve 2.36mm @ 0.09 cum per 10 sqm. with 80/100 Bitumen @ 6.5 kg per 10 sqm) as per MORD Technical Sp. Cl. 510.3.5 |
| 10 | Pilibhit Bahraich Road to Dhankharpur Marg Via Hsinabad |
| 11 | Construction of Embankment with approved materials deposited at site from excavation of drain and foundation of otherstructures within 100 m lead graded to required slopes and compacted to meet requirement of clause 303.3.4 and 303.3.5.3 of MORD specification i.e. Minimum field compaction 100 % in sub-grade & shouldersas per MORD Technical Specificationclause 303.5.2,303 |
| 12 | Pilibhit Bahraich Road to Dhankharpur Marg Via Hsinabad |
| 13 | Lettering, Painting, colour washing and washing of sign boardkm stone hectometer and culvert icluding cost of material labour and T&P etc. Complete (LS) |
| 14 | Pilibhit Bahraich Road to Dhankharpur Marg Via Hsinabad |
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