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| 1 | Earthwork in excavation in foun+B10:B49dation in all kinds of soil within initial lead of 50m. and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge. |
| 2 | Providing and Laying Cutting edge of Mild Steel weighing 40 kg per metre including cladding for Well foundation etc. complete as per drawing and technical specifications. |
| 3 | Labour for sinking in all kinds of soil other than rock in lines plumb etc complete. Upto 10.00 mtr depth. For 7.50 mtr dia Well |
| 4 | For 6.50 mtr dia Well. Pier P1 and Pier P2 |
| 5 | Sinking of R.C.C well sinking in soft rock (Non coring)/ Boulder/ Hard Soil )(wherein SPT>100) to lines levels & plum by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges. For 7.50 mtr dia Well. Abutment AL and Abutment AR |
| 6 | For 6.50 mtr dia Well. Pier P1 and Pier P2 |
| 7 | Construction of R.C.C well sinking in soft rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges. For 7.50 mtr dia Well. Abutment AL and Abutment AR |
| 8 | For 6.50 mtr dia Well. Pier P1 and Pier P2 |
| 9 | Construction of R.C.C well sinking in Hard rock to lines levels & plumb by scooping out from inside and below the steining including cost of hire and running charges of tools and plants and supplying & working of pumps bailing out of water and removal of all materials and obstacle from inside the well by divers etc. including precaution against shifting and lifting disposal of the soil with all leads and lift etc. complete as directed by the Engineer-in-charges. For 7.50 mtr dia Well. Abutment AL and Abutment AR |
| 10 | For 6.50 mtr dia Well. Pier P1 and Pier P2 |
| 11 | Earth work excavation in foundation in Hard and compacted sheet rock within all leads and lifts including shoring, shuttering, propping bullahs, piling, dewatering from the foundation, supply & working of pumps stacking the excavated material away from the work in site. |
| 12 | Plain Cement Concrete M 15 Grade using 20mm down graded chips in Foundation and Plinth. A) Bottom Plugging . Abutment Wells and Pier Well |
| 13 | B) Top Plugging. Abutment Wells and Pier Well |
| 14 | C) Toe Wall . Revetment Wall |
| 15 | Reinforced Cement Concrete M 25 Grade using 20mm down graded chips in Foundation and Plinth. i)WELL CURB |
| 16 | ii)WELL STEINING |
| 17 | RCC Crash barrier of M40 Grade |
| 18 | Plain Cement Concrete M 20 Grade using 20mm down graded chips in superstructure. WELL STEINING |
| 19 | Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in superstructure. (i) WELL CAP |
| 20 | Abutment & Pier Shaft |
| 21 | Abutment & Pier Cap |
| 22 | DIRT Wall |
| 23 | Superstructure |
| 24 | Approach Slab |
| 25 | Wearing Coat - Mastic Asphalt |
| 26 | Straightening, cutting, bending binding M/S or T.S. rods and placing in position etc. complete |
| 27 | Providing and laying of Filter media with stone crushed aggregates of 45 mm size satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wingwall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications. |
| 28 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. |
| 29 | Rough stone dry packing in approns and revetments with hard granite stone (30 cm & above) including cost of all materials etc complete |
| 30 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications. GRANULAR MATERIAL |
| 31 | SANDY MATERIAL |
| 32 | In abutment/ pier wells with sand |
| 33 | Providing and fixing 15 cm dia & 1.00m long RCC Guard posts including all costs & conveyance etc complete. |
| 34 | Providing fitting and fixing of expansion joint |
| 35 | Providing Cement Concrete (1:3:6) etc complete |
| 36 | Proviing & fixing of Neoprene bearing |
| 37 | Supplying, fabricating welded water tight drainage spout assembly to dimensions shown on drawing of dia not less than 100mm dia with Ggalvanized steel confirming to IS 226 & fixing in position with suitable fixures at specified location on bridge decks including painting two coats with bituminous paint sealant as per IS 1834 around the spout to the deck slab as per technical specification part I/ II of Clause-2705 under Section 2700 of MORT&H specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 38 | Fixing of anchoring bars upto 25mm to 38mm dia in foundation rock in abutments and piers including drilling holes, fixing wedged anchors and grouting with cement mortar 1:4 complete as per the direction of Engineer in charge excluding cost of M.S. rods . |
| 39 | Levelling the hard rock surface under wells for piers, abutments & wing under water |
| 40 | Providing and applying two coats of water based enamel paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm |
| 41 | Add for SBY Informatory sign board of (12.0 X 8. 0) Feet size |
| 42 | APPROACH ROAD- Construction of embankment with approved material obtained from borrow pits with all liifts and leads, transporting to the site by mechanical means within a lead of 05kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H specifications for Road & Bridge works (04th Revision) |
| 43 | Loosening of the ground upto a level of 500 mm below the sub grade level, watered, graded and compacted in layers to meet requirements of table 300 - 2 for sub grade construction & clause 305 of MoSRT&H specifications for road & bridge works(4th revision). |
| 44 | Construction of granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 45 | Providing, laying, spreading & compacting graded stone aggregate to Wet Mix Macadam specification including pre mixing 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision) |
| 46 | Providing and applying Primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surfaces and spraying primer @ 0.60kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision) |
| 47 | Providing and applying Tack coat with bitumen emulsion on prepared surface including clearing of road surfaces and spraying primer @ 0.20kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision) |
| 48 | Providing & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&H Specifications for road and bridge works (4th Revision) Page-169 Item -45 |
| 49 | Providing & laying Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47 |
| 50 | Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge. |
| 51 | Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification |
| 52 | Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical specification. Please Enable Macros to View BoQ information |
