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| 1 | Road length 165.90mtr (Double lane with Flexible Pavement) |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. as per approved Drawing & Technical Specifications and as per Clause - 201 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 3 | Loosening, levelling and compacting original ground supporting embankment to facilate placement of first layer of embankment, scarified to a depth of 150 mm,mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density etc complete |
| 4 | 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 as per approved Drawing & Technical Specifications and as per Clause -305 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 5 | Construction of subgrade 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 |
| 6 | Construction of granular sub-base by providing Grading-VI Material as per table 400-2, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 7 | Providing laying and compacting graded stone agregate to Wet Mix Macadum specification including premixing the material with water at OMC in mechanical mix plant,carriage of mixed material by tipper to site, laying in uniform layer with paver in sub-base and base course on well prepared surface and compacting with vibratory roller to achive desired density etc complete as per the direction of Engineer-in-charge . |
| 8 | Providing & applying Primer Coat with Bitumen Emulsion on prepared Surface of Granular Base including clearing of road surface & applying primer at the rate of 0.60 Kg/Sqm using Mechanical means. (Output = 3500 Sqm) |
| 9 | Providing and applying tack coat with bitumen using Pressure distributor @ 0.20kg/sqm on the prepared surface cleaned with mechanical brooms as per clause 503 of MOSRT & H Specifications for Road & Bridge works (4th.Revision) |
| 10 | Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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. 509 complete in all respects |
| 12 | Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering & Technical Specifications and as per Clause - 307 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 13 | Box Culvert (1 Nos) (Size 2X6.0X4) |
| 14 | Earth work in excavation of foundation in all kinds of soil 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 including dewatering if necessary etc complete as per clause 304 of technical specification for Road and Bridge works (MORTH 5th revision) and as directed by the Engineer in charge, excluding GST. |
| 15 | Sand Filling in foundation & plinth with water & ramming with roller complete as per the direction of Engineer in charge. |
| 16 | Providing supplying and laying Plain Cement Concrete with grade M15 in Box Culvert complete as per Technical Specifications as per approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of Technical specifications for road and bridge works(MORTH 5th revision) excluding the cost of reinforcement complete & as directed by Engineer in charge, excluding GST. |
| 17 | Providing supplying and laying Design Mix Reinforced Cement Concrete with grade M25 in Foundation complete as per Technical Specifications as per approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of Technical specifications for road and bridge works(MORTH 5th revision) excluding the cost of reinforcement complete & as directed by Engineer in charge, excluding GST. |
| 18 | Providing supplying and laying Design Mix Reinforced Cement Concrete with grade M25 in Substructure complete as per Technical Specifications as per approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of Technical specifications for road and bridge works(MORTH 5th revision) excluding the cost of reinforcement complete & as directed by Engineer in charge, excluding GST. |
| 19 | Providing supplying and laying Design Mix Reinforced Cement Concrete with grade M25 in Super structure complete as per Technical Specifications as per approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of Technical specifications for road and bridge works(MORTH5th revision) excluding the cost of reinforcement complete & as directed by Engineer in charge, excluding GST |
| 20 | Supplying, fitting and placing HYSD bar reinforcement in Foundation, Substructure & superstructure complete as per drawing and technical specifications |
| 21 | Foundation |
| 22 | Sub structure |
| 23 | Super structure |
| 24 | R.C.C. M-30 grade in wearing coat including steel of C.D. work as per approved drawing & technical specifications and as per Section -1500, 1700 & 2700 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 25 | R.C.C. M-30 grade in wearing coat including steel of C.D. work as per approved drawing & technical specifications and as per Section -1500, 1700 & 2700 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). |
| 26 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications, excluding GST. |
| 27 | Providing and laying of Filter media with granular materials/stone crushed aggregates to a thickness not less than 600 mm with smaller size towards the soil and |
| 28 | Providing Drainage Spouts complete as per technical specifications for Road & Bridge works MoRTH (5th revision) and as per instruction of Engineer in charge, excluding GST. |
| 29 | Rough stone dry packing on Aprons and Revetments with hard stone 30cm and above size including cost, conveyance royality of all materials and labour charges etc.complete as per direction of Engineer-In-Charge. |
| 30 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm to the bridge superstructure as per section 800 of MoRTH specifications for Road & Bridge works (5th revision) and instruction of Engineer in charge |
| 31 | GST as applicable will be paid extra. Please Enable Macros to View BoQ information |
