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| 1 | Scarifying the existing bituminous surface to a depth of 20 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 2 | 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.(Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 3 | Construction of Embankment with Material Deposited from Roadway Cutting:- 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. (Compaction Only) (Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 4 | Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Cartage up to 3Km)(Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 5 | 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(Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 6 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 7 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.(Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 8 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.(Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 9 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.(Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 10 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(VG-30) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.(Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 11 | Providing and Laying of Rubber moulded (Grey colour) Interlocking Concrete Block Pavements having thickness 80 mm including leveling and dressing of surface to required level and slope, spreading and moisting 30m thick local sand on bend, filling joints with local sand on bend, filling joints with local sand etc. for proper completion of the work as per drawings and Technical Specification Clause 1504. As per SOR Rate NS-2 (Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 12 | Construction of sub-grade and earthen shoulders with approved material obtained from barrow pit with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Cartage up to 3Km)(Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 13 | Plain cement concrete M15 in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundationand compacted by vibration including curing for 14 days foundation. Drain(Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 14 | Reinforced Cement Concrete (M-20) in open foundation complete as per drawing and technical specification.(Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 15 | Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications as per SI No-504) (Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 16 | C.C. 1:4:8 in foundation with cement fine sand and brick balast SI No. 275 (Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 17 | RCC Hume Pipe NP-3 (600mm) including collars/spigot jointed with stiff mixture of cement in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints. (Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 18 | RCC Hume Pipe NP-3 (900mm) including collars/spigot jointed with stiff mixture of cement in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints. (Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 19 | 1st class brick work with M-15 brick with cement & coarse sand in 1:4 S.I.No. 305B.(Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 20 | Struck Cement Pointing with cement mortar 1:2 SI No. 574.(Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 21 | Reinforced cement concrete M-15 grade Kilometer stone of standard design as per IRC:8-1980, fixing in position including including painting and printing etc.(Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 22 | Reinforced cement concrete M-15 grade Hectometer stone (precast) of standard design as per IRC:8-1980, fixing in position including including painting and printing etc.(Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 23 | Road Marking with hot applied Thermoplastic reflectorising Glass Beads on Butumunous Surface.(Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 24 | Supply & Erection of built up overhead structure 12.00 M to 15.00M span comprising of three vertical post of 6.00 M high made up of 300 mm N.B. havey class M.S. pipe as vertical member welded with 10mm M.S. plate at top & bottom for bearing of horizantal frame comprising of 40 mm . N.B. made havey class main pipe as of 25 mm class medium N.B. pipe bracing as per approved designed drawing with one coat of steel primer and two coats of synthetic enamle paint complate the work includes construction of RCC fundation of size 0.75x0.75M & 1.2 M deep for built up Overhead Structure including earth work in excavation , 100 mm thick Lean Concrete in 1:4:8 cement , course sand and 40 mm gauge stone balllast , RCC with 1:2:4 cement , Course sand and 20 mm stone grit including supply of grouting of 25 mm dia foundation bolts (600mm long) as per provision of structure including cost of reinforcement & shutting as per direction of Engineer in Charge.(Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 25 | Direction and Place Identification signs with size more tha 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting . Sheet fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm.(Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 26 | Maintainance 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 . Maintainance cost will adjusted as per final cost of construction and will be paid accordingly. |
| 27 | 1st Year maintenance Cost of 0% on bituminous & drain work.(Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 28 | 2nd Year maintenance Cost of 0.25% on bituminous & drain work.(Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 29 | 3rd Year maintenance Cost of 0.50% on bituminous & drain work.(Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 30 | 4th Year maintenance Cost of 0.75% on bituminous & drain work.(Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) |
| 31 | 5th Year maintenance Cost of 1.00% on bituminous & drain work.(Including cost of all material T&P, Royalty, Taxes, labour cess etc but excluding G.S.T.) Please Enable Macros to View BoQ information |
