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| 1 | Excavation in Soil with By Hydrolic ExcavatorEarth work in Excavation of foundation of structures as per drawing and technical spesification of MORTH Item no 304 B 15.01 |
| 2 | Granular Filling in FDN complete as per Drawing and Technical Specifications. MORTH 304 SR No. 12.03 |
| 3 | PCC Grade M10 using batching plant & manual placingPCC nominal mix in Foundation with crusd stone Aggrigate 40 mm Nominal size Mechenicaly mix ,Placed in foundation and Compactiing by Vibration including Curing for 14 days. MORTH 2100 Sr No. 12.04 |
| 4 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical SpecificationsRCC Grade M30 using batching plant & manual placing( MORTH 1500,1700 &2200 Sr No. 15.11 E Case II) |
| 5 | PCC Grade M20 Using Batching Plant ,Transit Mixher and Manual PlacingRCC Grade M20 using batching plant & manual placing (MORTH 1500,1700 & 2100 Case II Sr No. 15.11 BII) |
| 6 | Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications MORTH 2702 Sr No. 15.2 |
| 7 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications MORTH 1600 &2200 Sr No. 13.06 |
| 8 | Providing Weephole in rainforcement concreet slab ,abutment,wing wall with 100 mm dia ac pipe extending through the full width of the structure with slop of 1V:20H towards drawing face ,complete as per drawing and specifacation as MORTH Spec 2706 and 2200 |
| 9 | Drainage Spouts complete as per drawing and Technical specification MORTH 2705 Sr No. 15.17 |
| 10 | Back Filling Bihind Abutment , Wing Wall and Return Wall complete as per drawing and Specification MORTH 710.1.4.of IRC 78&2200 Sr No. 15.23 |
| 11 | 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. MORTH 800 Sr no. 14.16 |
| 12 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications MORTH 2503 Sr No. 16.01 |
| 13 | Dismentaling of Rainforce Cement Concreet or Rain Force Brick Work Including Staking Of Materials as per Direction of Engineer in Charge with in a Distence of 60 mt. |
| 14 | 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. MORTH 305 sr No. 3.16 |
| 15 | Providing ,laying and spreading material on a prepared sub grade ,adding cement @ 2% by waight to the spread material manually mixing in place with rotavator and compacting with the road rollar at OMC to achive the desired unconfind compressive strength and to form a layer of base. |
| 16 | Providing, laying and spreading material on a prepared sub base, cement @ 4% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of Sub-base/base. |
| 17 | Providing and applying Tack coat with bitumen (V.G.-10) using bitumen distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (iii) |
| 18 | Providing, laying and rolling of open - graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per (MORD) Technical Specification Clause 508. |
| 19 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type C as per (MORD) Technical Specification Clause 510 |
| 20 | Construction of Subgrade and earthen shoulder 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. MORTH 305 sr No. 3.18 |
| 21 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORTH 2504 Sr no. 16.05 |
| 22 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications MORTH 2503 Sr No. 16.01 Please Enable Macros to View BoQ information 12.01 |
