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| 1 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 2 | Construction of embankment with approved material deposited at site from roadway cutting & excavation from drain & foundation of other structure graded & compacted to meet requirement of table 300-2. |
| 3 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 4 | Construction of granular sub - base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per 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 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.(G-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 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.(G-3) |
| 7 | Brick edging on both side of the road with 1st class bricks laid on edge with mud mortar including Cost of all labour materials T&P etc . Complete. |
| 8 | Providing and applying primer coat with bitumen emulsion (SS-2) 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 |
| 9 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 10 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. |
| 11 | Providing and laying of premix seal coat (type-B) with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. |
| 12 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 13 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with |
| 14 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 15 | Providing and laying 900 mm dia NP-3 H.P. jointing with coller in proper position including cost of cemment, jute etc required for proper completion of work. But excluding cost of coller. |
| 16 | Brick Masonry Work in Cement Mortar 1:3 in foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 17 | P.C.C. with 1:2:4 cement course sand grit in corner of papapet |
| 18 | PART BMaintainance cost :- Maintainance cost will be paid year wise as per Government order No. 17/2024/SA.-113/23-1-2024-23-1099/113/2023 Date 16.01.2024 and HQ UPPWD,Lucknow order No. 3689COPRMC/Mul-23-24 Date 17.02.2024 |
| 19 | 1st year- maintainance cost 0% on Bituminous, CC & drain Work (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 20 | 2nd year- maintainance cost 0.25% on Bituminous, CC & drain Work (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 21 | 3rd year- maintainance cost 0.50 % on Bituminous, CC & drain Work (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 22 | 4th year- maintainance cost 0.75% on Bituminous, CC & drain Work (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 23 | 5th year- maintainance cost 1.00 % on Bituminous, CC & drain Work (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) Please Enable Macros to View BoQ information |
