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| 1 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 As per MoRT&H Specification Ref. No. 301 & Sr No. 3.06 (Including Labour Cess but GST will paid extra as applicable) (For Helipad) |
| 2 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.. As per MoRT&H Specification Ref. No. 305 & Sr No. 3.17 (Including Labour Cess but GST will paid extra as applicable) |
| 3 | 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 Sr No. 4.01 (B) (Including Labour Cess but GST will paid extra as applicable) (For Helipad) |
| 4 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.as per MORT&H Specification & Clause No 601, 6.01 ( Sub Anly 21.18C) (DLC Using Batching Plant-120 cum capacity) complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) (For Helipad) |
| 5 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement OPC @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing (PQC M35 grade using patching plant-120cum capacity) As per MORTH Specification & clause No. 602, 6.02 ( Sub Anly 21.19C) complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) (For Helipad) |
| 6 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade. Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. DSR 13.62.1 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) (For Helipad) |
| 7 | Providing and laying of factory made 80 mm thick rubber moulded Interlocking cement concrete tiles (30mpa) including 25mm thick compacted bed of fine sand compacting and proper embedding/ laying of Interlocking tiles leveling and dressing of surface to required level and slope, filling joints with fine sand including the cost of material, labour T&P etc.required for proper completion of the work. As per SOR No. Chapter 20 New Item 1 |
| 8 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications As per MoRT&H Specification Ref. No. 1300, Sr No. 12.05 (Including Labour Cess but GST will paid extra as applicable) (for Helipad) |
| 9 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Sr No. 3.4 (Including Labour Cess but GST will paid extra as applicable) (For Approach road & Additional Approach road) |
| 10 | GSB- Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/Tractor mounted appropriate equipment on prepaire suface mixing by mix in place method with rotavator at OMC, and compacting with smooth roller to achieve the desired density, complete as per clause 401 Sr No. 4.1A (i) (Including Labour Cess but GST will paid extra as applicable) (For Approach road & Additional Approach road) |
| 11 | Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, OPC cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 Sr No. 6.4 (Including Labour Cess but GST will paid extra as applicable) |
| 12 | 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 approved material..As per MORTH Specification & clause No. 304, 12.01 (i) B complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) (For Boundry Wall) |
| 13 | 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 (using batching Plant) As per MoRT&H Specification Ref. No. 2100 & Sr No. 12.04 sub-analysis-21.02 using Batching plant (Including Labour Cess but GST will paid extra as applicable) (For Boundry Wall) |
| 14 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications As per MoRT&H Specification Ref. No. 1300& 2200 & Sr No. 13.01 (Including Labour Cess but GST will paid extra as applicable) (For Boundry Wall) |
| 15 | RCC- M20- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. Ref. No. 1500,1700 & 2100 Sr No. 12.08 C Case (i) sub-analysis-21.05 (Including Labour Cess but GST will paid extra as applicable) (For Boundry Wall) |
| 16 | Supplying, fitting and placing HYSD bar reinforcement in structure complete as per drawing and technical specifications As per MoRT&H Specification Ref. No. 1600 & 2200 Sr No. 13.06 (Including Labour Cess but GST will paid extra as applicable) (For Boundry Wall) |
| 17 | 12mm thick plaster with cement and approved coarse sand mortar 1:4 on brick work (minimum thickness not less then10mm) including raking the joints washing and cleaning and supply of all material labour and tools and plants etc. required for the proper completion of the work above but finishing the surface with neat cement as in top of roofs manholes and sepric tank etc As per SI No 584 (Including Labour Cess but GST will paid extra as applicable) (For Boundry Wall) |
| 18 | Finishing wall with water proof cement paint of approved make and quality on new work with two coats to give an even shade including the supply of all materials labour, tools & plants etc. required for proper completion of the work. above but for each coat of waterproof paint after the 1st two coats to give an even shade.with scraping As per SI No 660+661+708 (Including Labour Cess but GST will paid extra as applicable) (For Boundry Wall) Please Enable Macros to View BoQ information |
