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| 1 | Construction of embankment with approved materials deposited at site from roadway cutting and excation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification Clause 301.5.Sr.no.MORD 301.5 |
| 2 | Granular Sub-base with well Graded Material (Table400.1) By Mix in Place MethodConstruction 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete As per MORD Sr. No.4.1 and Technical Specification Clause 401. |
| 3 | Providing, laying, G-2 spreading and compacting stone aggregated of specific sizes (63 mm to 45 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth whee 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 MORD Sr. No.4.7(2) & Technical Specification Clauses 405. |
| 4 | Providing, laying, G-3 spreading and compacting stone aggregated of specific sizes (53 mm to 22.4 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth whee 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 3 As per MORD Sr. No.4.7(3) & Technical Specification Clauses 405. |
| 5 | Prime Coat-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 Sr.No.5.1(i) Technical Specification Clause 502 |
| 6 | Tack Coat-Providing and applying Tack coat with bitumen emulsion (RS-1) using emulsion distributer at the rate of 0.25 to 0.30kg per sqm on the prepared dry and hungry bituminous surfase cleaned with Hydraulic broom As per Sr.No.5.2(ii) Technical Specification Clause 503 |
| 7 | Open Graded Premix Carpet 20mm thick-Providing, laying and rolling of open - graded premix carpet of 20mm 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 A or Type B or Type C As per Sr.No.5.9 Case - II By Mechanical Means Technical Specification Clause 508. |
| 8 | Seal Coat- 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 Sr.No.5.12 Case - III (I)By Mechanical Means Technical Specification Clause 510 |
| 9 | Construction of subgrade & shoulders with approved material obtained from available land as permitted and approved by Engineer-in-charge and as per technical specification clause 301.3.4.1 with all lifts and leads, spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 As per MORD Technical Specification Clause 301.5. (Patri) |
| 10 | Brick edgeing- Brick edging on both sides of roads of 1st class-150 bricks 8cm wide and 12cm deep laid with mud mortor including labour and suplly of bricks finished to required templete and in proper alignment and also including dressing and ramming the excavated earth including all labour T&P sundries required for proper completion of work with material.Sch. PWD/ DSR 765 |
| 11 | Construction of R.C.C. Pipe Culvert with 1000mm dia N.P.-3 Hume Pipes laid single R |
| 12 | Earhwork in excavation for structures as per drawing and technical Specification Clause 305.1 including setting out construction of shoring and bracing bremoval of stums and other deleterious materials and disposal upto a lead of 50m. dressing of side s and bottom and backfilling in trencher with excavated foundations.suitable material.MOrd 300. |
| 13 | Providing concrete for plain/reinforced concrete M-10(1:3:6) with cement, coarse sand and stone ballast 40mm in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 As per SOR SI No.280 |
| 14 | Brick masonry work (1:3with coarse sand ) in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Rate As Per SOR SI No.307(A) |
| 15 | Providing and laying reinforced cement concrete pipe NP3 1000 mm dia 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 MORD Sr.No.9.3 Clause 1106. |
| 16 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 As Per SOR |
| 17 | Construction of embankment with approved materials obtained from borrow pit with a lift up to 1.5m,transporting to site , spreadig grading to requred slope and compacting to meet requirement of table300.1 and 300.2 with a lead up to 1000m as per Technical Specification Clause 301.5Sr.no.MORD 301.5 |
| 18 | As per Order of Joint Secretary G.O.No.G-1877 Dated-21-02-2025 and Dierector cum-Chief Engineer U.P.RED, LucknowLetter No.801 Dated 03-03-2025 Deduction 5 % for Competative Price Efficiency Please Enable Macros to View BoQ information |
