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| 1 | 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(Excluding Cost of GST) |
| 2 | 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(Excluding Cost of GST) |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes 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.(Excluding Cost of GST) |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(Excluding Cost of GST) |
| 5 | Providing & applying Primer Coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spreading primer at the rate of 0.70 Kg./Sqm. Using machanical means. Before Applying prime coat, the surface will be cleaned with Machanical broom and water will also be sprinkled with water tanker to keep the surface Moist. The Prime coat will be applied 24 hrsbefore the application of bituminous course including all Taxes, Material, Labour, T&P etc required for proper completion of the work. As per MORD specification No. 502(Including Cost of Bitumen/Emulsion But Excluding Cost of GST) |
| 6 | Providing & applying Tack Coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.35Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with Machanical broom, including all Taxes, Material, Labour, T&P etc required for proper completion of the work, as per MORD specification No. 503(Including Cost of Bitumen/Emulsion But Excluding Cost of GST) |
| 7 | Providing, laying & rolling of open graded Premix Carpet of 20mm thickness composed of 13.2mm to 5.60mm aggregates including mixing in a suitalbe plant, laying & rolling iwth a three wheeled 80-100KN static roller capacity, finished to required level & grades bitumen @ 14.6Kg./10Sqm. area for premixing including all material, Labour and T&P etc required for proper completion of the work, as per MORD Specification No. 508(Including Cost of Bitumen/Emulsion But Excluding Cost of GST) |
| 8 | Providing and laying seal coat type \\"C\\" scaling the voids in a bituminous surfsce PC. surface laid to specified levels grade and cross fall using with 67 mm nominal size grit of Approved quarry @0.09 cum per 10sqm with Bitumen @ 6.50 kg/10sqm including heating of Bitumen to the required temperature and including all material, Labour & T&P ete as per Clouse 510 of MORD Specification.(Including Cost of Bitumen/Emulsion But Excluding Cost of GST) |
| 9 | Brick edging on both side of the road of M-150 bricks 8cm. (3\\") wide and 12cm (4½\\") deep laid with mud mortar including all labour and supply of brick finished to required template and ramming the excavated earth as directed by the Engineer-In-Charge.(Excluding Cost of GST) |
| 10 | Construction of Subgrade and earthen shoulders of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of as per Technical specification clause 303.1 (Excluding Cost of GST) |
| 11 | 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 (Kilometre Stone)(Excluding Cost of GST) |
| 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 (Hectometer Stone)(Excluding Cost of GST) |
| 13 | Direction and place Identification signs with size more than 0.90 sqm size Board Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from international/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. Sheet fixed over aluminium sheeting 2 mm thick with area exceeding 0.9 sqm. Supported on a mild steel single angle iron post 75×75×6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45×45×60 cm., below ground level as per approved drawing, complete. As Per SOR(Excluding Cost of GST) |
| 14 | Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3(Excluding Cost of GST) |
| 15 | Plain cement concrete 1:3:6 nominal mix in foundation Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203days.(Excluding Cost of GST) |
| 16 | Providing and laying of 40 mm gauge B/B under Hume pipe culvert foundation in road work including all materials, labours, T&P etc. required for completion of the work. As per SOR Ch. 1(2.1.1)(Excluding Cost of GST) |
| 17 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203(Excluding Cost of GST) |
| 18 | Supply, laying and fixing of NP-4 class hume pipes in proper position in culvert includin all materials, Labour, T&P etc. complete as per requirements of Site. As Per Direction of E/I. foundation below HP Level (For 350mm)(Excluding Cost of GST) |
| 19 | Supply, laying and fixing of NP-4 class hume pipes in proper position in culvert includin all materials, Labour, T&P etc. complete as per requirements of Site. As Per Direction of E/I. foundation below HP Level (For 600mm)(Excluding Cost of GST) |
| 20 | Supply, laying and fixing of NP-4 class hume pipes in proper position in culvert includin all materials, Labour, T&P etc. complete as per requirements of Site. As Per Direction of E/I. foundation below HP Level (For 900mm)(Excluding Cost of GST) |
| 21 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204(Excluding Cost of GST) |
| 22 | Plastering with cement mortar (1:3), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204(Excluding Cost of GST) |
| 23 | White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915(Excluding Cost of GST) |
| 24 | Part-A (Bituminous Work) 05 Year Maintenance Charge @ 7.50%) Routine Maitenance of road for 05 Years after the completion of work (Vide shasanadesh No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & letter No. 36890C/RMC/Mool-23-24 Dated 17.02.2024 of ENC PWD. Rate Excluding of G.S.T.)1-1st Year @ Nill |
| 25 | 2nd Year @ 0.75% |
| 26 | 3rd Year @ 1.50% |
| 27 | 4th Year @ 2.25% |
| 28 | 5th Year @ 3.00% |
| 29 | 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(Excluding Cost of GST) |
| 30 | Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i)For Grading I Material(Excluding Cost of GST) |
| 31 | CEMENT CONCRETE PAVEMENT (CC ROAD) Construction of un-reinforcement plain cement concrete pavement thickness as per design, over a parepared sab base with 43 grade coment or any other type as per clause 1501 1.2M 30(grade) coarse and fine ggregate conforming to IS 383 maximum size of coarse aggregate not exceeding 25mm mised in a concrete mixer of not less then 0.2 Cum capacity and appropriate weight batcher Josing approved mix design, laid in approved fixed side from work (Steel channel laying and faxing of 125 micron thick plastic sheet, wedges steel plates including levelling the form unk as per drawing) spreading the concrete with shovels, rakes compacted using needle arved and plate vibrators and finished in continuous operation including provision of traction and expansation construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (Where pecified) and water finishing to lines and grade as per drawing and technical specification approved Quarry grit Clause 1501.(Excluding Cost of GST) |
| 32 | Construction of Subgrade and earthen shoulders of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of as per Technical specification clause 303.1 (Excluding Cost of GST) |
| 33 | Part-A (Bituminous Work) 05 Year Maintenance Charge @ 2.50%) Routine Maitenance of road for 05 Years after the completion of work (Vide shasanadesh No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & letter No. 36890C/RMC/Mool-23-24 Dated 17.02.2024 of ENC PWD. Rate Excluding of G.S.T.)1-1st Year @ Nill |
| 34 | 2nd Year @ 0.25% |
| 35 | 3rd Year @ 0.50% |
| 36 | 4th Year @ 0.75% |
| 37 | 5th Year @ 1.00% Please Enable Macros to View BoQ information |