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| 1 | Earth Work in Excavation in Trenches Excavation for roadway in soil using manual means including loading in tranch for carriying of cut earth to embankment site with all lifts and lead upto 1000 metres |
| 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. |
| 3 | Construction of Embankment with Material obtained from Borrowpits Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 4 | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 5 | Granular Sub-Base with close Graded Material 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 |
| 6 | Wet Mix Macadam (Plant Mix Method) 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density |
| 7 | Prime Coat over WMM/WBM 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 to 1.00 kg/sqm using mechanical means. |
| 8 | Dense Graded Bituminous Macadam Grading 2 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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. |
| 9 | Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 10 | Bituminous Concrete Grading 2 Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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 |
| 11 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material . |
| 12 | P. C.C. with M15 cement , coarse sand and 4 cm gauge Dalla grit including all taxes , royalty and including supply of martial , labour and T&P etc. required for proper completion of work as per direction of E/I |
| 13 | R.C.C ( M-20 Grade) |
| 14 | Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202, for Bars below 36 mm dia including over laps and wastage, where they are not welded. |
| 15 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 16 | Struck cement Pointing with cement mortor consisting one part of cement 2 part of fine sand of 1.25 finencess moudulous on brick work including raking the joint washing and cleaning and supply of all material, labour T&P etc required for proper completion of the work as per SI No-574 |
| 17 | Furnishing and placing reintforced cement concrement M-25 in super structure as per drawing and Technical Specifications |
| 18 | Plastering with cement mortar (1:3) in substructure/superstracutre as per technical specification. |
| 19 | Plain Cement Concrete (M-20) in Open Foundation complete as per Drawing and Technical Specifications. |
| 20 | Supply of 900 NP-3 Hume pipes |
| 21 | Laying of NP-3 Hume pipes |
| 22 | Supply of 600 NP-3 Hume pipes |
| 23 | Laying of NP-3 Hume pipes |
| 24 | Maintenance of constructed road for next five year after completion of work shall be paid. as per GO No 17/2024 /lk0-113/23-1-2024-23-1099-113/2023 yksd fuekZ.k foHkkx vuqHkkx&1 fnuakd 16-01-2024 ,oa dk;kZy; izeq[k vfHk;Urk ;krk;kr oxZ yks0fu0fo0 y[kuÅ dk i=kad&3689lh&vks0ih0vkj0,e0lh0@ ewy&23&24 fnuakd 17-02-2024- Payment shall be done as per satisfaction of engineer in chage regarding maintenance work carried out by contractor (Including Labour Cess but GST will paid extra as applicable). 1st year Maintenance cost total construction of cost Item No. 1 to 23 ----------------------- @ Zero percent on 1st year & for 2nd year @ 0.25% on item No, 1 to 23 |
| 25 | Maintenance cost for 3rd year @0.50% on item No, 1to 23 |
| 26 | Maintenance cost for 4th year @0.75% on item No, 1 to 23 |
| 27 | Maintenance cost for 5th year @1.00% on item No, 1 to 23 Please Enable Macros to View BoQ information |
