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| 1 | Earthwork in excavation in cutting in hard soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm andlaying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge. |
| 2 | 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. |
| 3 | Plain Cement Concrete (1:3:6) using 40mm down graded chips in Foundation and Plinth |
| 4 | Plain Cement Concrete M15 Grade using 40mm down graded chips in Foundation and Plinth |
| 5 | Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in Foundation and Plinth (Foundation) |
| 6 | Abutment & Pier Shaft |
| 7 | Abutment Cap & Pier Cap |
| 8 | DIRT Wall |
| 9 | Retaing Wall / Wing Wall |
| 10 | Approach Slab |
| 11 | DECK SLAB |
| 12 | RCC crass barrier M40 grade |
| 13 | Straightening, cutting, bending binding M/S or T.S. rods and placing in position etc. complete |
| 14 | 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. |
| 15 | 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. |
| 16 | Rough stone dry packing in approns and revetments with hard granite stone (30 cm & above) including cost of all materials etc complete |
| 17 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. GRANULAR MATERIAL |
| 18 | SANDY MATERIAL |
| 19 | Providing and fixing 15 cm dia & 1.00m long RCC Guard posts including all costs & conveyance etc complete. |
| 20 | Providing fitting and fixing of expansion joint (Strip seal Expansion Joint) |
| 21 | Fixing of Salitax Board |
| 22 | Cement Concrete 1:3:6 (Below approach Slab) |
| 23 | Providing ,fitting, fixing C.I. grating to holes in deck slab including cost & taxes etc. |
| 24 | Providing & laying of wearing course of 56mm thick consisting of 6mm thick mastic asphalt and 50 mm thick asphaltic concrete on top of the Deck slab. The mastic asphalt shall be of paving grade bitumen meeting the requirement given in the table 500-39, prepared by using mastic cooker and laid to required level & slope after cleaning the surface, applying prime coat including providing antiskid surface with bitumen precoated fine grained hard stone chipping of all complete as per clause 501, 502,503 & 516 of MoRT&H Specification for road & bridge work (5th revision), followed by asphaltic concrete to be laid in two layers of 25mm thick each etc complete as per approved drawing & technical specification Clause No 503 & 507 of MoRT&H specifications for road & Bridge work (5th revision) and as per direction of the Engineer-in-charge. |
| 25 | Levelling the hard rock surface under wells for piers, abutments & wing under water |
| 26 | Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm |
| 27 | 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 as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site). |
| 28 | 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). |
| 29 | Construction of granular sub-base by providing close grade granular sub-base grading-III material as per table-100-1, 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 Complete as per the direction of the Engineer-in-Charge. |
| 30 | Providin, laying, spreading & compacting graded stone aggregate to 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 Complete as per the direction of the Engineer-in-Charge. |
| 31 | Construction of Sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading , grading to required slope and compacted to meet requirements of table No 300 - 2. |
| 32 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 for low porosity surface and as per direction of Engineer-in-Charge. |
| 33 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD & as per direction of Engineer-in-Charge. |
| 34 | Providin & 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 Complete as per the direction of the Engineer-in-Charge. |
| 35 | Providin & laying Semi Dense Bituminous Concret 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 Complete as per the direction of the Engineer-in-Charge. |
| 36 | Fine dressing & Turfing with initial lead of 50 mtr. and initial lift of 1.50 mtr.. |
| 37 | Providing & erecting direction and place identification retro-reflectorised sign as per IRC-67-2012 made of class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III & IV strictly confirming to clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over alluminium sheeting, 2.00 mm thick as per clause 6.5.2 of IRC:67-2012 or A.C.P (Alluminium Composite Panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of alluminium with over all thickness of 4mm and alluminium thickness of 0.5mm on both sides supported on stainless steel 50mm x 50mmx 3.5mm, 2nos and 3nos horizontal and 1no vertical extra supporting....etc complete as per direction of EIC.Letter No- 26533 dated 18.09.2021 of Office of the EIC, R.W,(Odisha) Bhubaneswar. Please Enable Macros to View BoQ information |
