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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 No. 301 (3.6). |
| 2 | Providing, laying spreading & compacting of granular sub-base by providing coarse graded (Gr-1) materials, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix in placed method with Rotovator at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete and including all machinery charges & including all labour, T&P etc required for proper completion of the work. as directed by Engineer Incharge. As per MoRT&H clause 401(b). |
| 3 | Supply & Laying of precast concrete Blocks (Interlocking tiles) for paving of thickness 80 mm (Rubber molded Grey) (Compressive strength not less then 30Mpa as specified in IS: 15658) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work as specified in IS 15658:2006 |
| 4 | Supply & Laying of precast concrete Blocks (Interlocking tiles) for paving of thickness 80mm (Rubber molded Coloured) (Compressive strength not less then 30Mpa as specified in IS: 15658) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work as specified in IS 15658:2006 |
| 5 | Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. As per S.I. No. 4.1.3 |
| 6 | Earth Filling in Kachchi Parikrama Marg with approved material obtained from borrow pits all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MoRT&H clause 305 (3.16) & as directed by Engineer Incharge including all machinery charges & including all labour, T&P etc required for proper completion of the work. (Carted Earth) |
| 7 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MoRT&H Specification 406. |
| 8 | Providing & applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with air compressor, including all Taxes, Material, Labour, T&P etc required for proper completion of the work. (For DBM Surface). |
| 9 | Providing and laying Dense Graded Bituminous Macadam batch type Hot Mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.00% by weight of total mix and filler, transporting the hot mix to work site laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth Wheeled vibratory & Tandom Rollars to acheive the desired compaction as per MORT&H Specifications clause 505 Complete in all respects. (5.04) |
| 10 | Providing and laying Microsurfacing course comprising of dry fine aggregate confirming to type-III grading, polymer/Latex modified bitumen emulsion Filler (ordinary portland cement), chemical additives and water as per IRC:SP:81-2008, using standard CSIR-CRRI technology automatic Micosurfacing paver, over a previously prepared surface. at site all complete as per the specifications and directions of the Engineer in charge. Morth (Table 500-31) |
| 11 | Construction of thin White Topping with plain Cement concrete pavement over existing surface with approve grde cement @ 400kg per cum and as per IRC SP-76, coarse and fine aggregate confirming to IS 383, maximum size of fine aggregate not axceeding 25mm, mixed plant as per approved mix design, transported to site, laid with a fixed form of slip form paver, spread, compacted and finished in a continous operation including provision of contraction joint, joint filler, sealant primer, joint sealent, admixtures as approved, curing compound, finishing to lines etc. and grades as per Drawing. As per MORT&H Specification no. 6.06 (III). |
| 12 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give and even shade. One or more coats on old work including prepration of old surface. As per SOR Chapter No. 15 Sl No. 30 & S.I. No. 13.99.1 |
| 13 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 40x40x6 mm, joints mitred and welded by angle iron 40x40x6 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. As per Chapter No. 10 Sl No. 21 & S.I. No. 10.31 |
| 14 | Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). Red sand stone - 30mm thick gang saw cut stone. As per DSR 8.20.1 |
| 15 | Disposal of Excavated Earth from Goverdhan Kachchi Parikrama Marg within a distance of not less than 8.00kms distance as directed by the Engineer-in-charge. |
| 16 | RCC work Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Ch-5 SI No- 5.1.2 |
| 17 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete including Labour for straightening, cutting, bending, shifting to site, tying and placing in position as per drawing and technical specifications |
| 18 | Part-BMaintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. including royalty on materials. GST shall be paid extra as applicable at the time of payment. |
| 19 | Part-BMaintainance of First Year (@ 0.00% of Total Work Amount of 1 to 22) |
| 20 | Part-BMaintainance of Second Year (@0.25% of Total Work Amount of 1 to 22) |
| 21 | Part-BMaintainance of Third Year (@0.50% of Total Work Amount of 1 to 22) |
| 22 | Part-BMaintainance of Fourth Year (@0.75% of Total Work Amount of 1 to 22) |
| 23 | Part-BMaintainance of Fifth Year (@1% of Total Work Amount of 1 to 22) Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable 2- Labour cess @ 1% will be deducted from contractor's bill at the time of payment 3- Maintenance will be calculated on value of actual work done. Please Enable Macros to View BoQ information |