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| 1 | Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for Well. |
| 2 | Providing and constructing one span service road to reach island location from one pier location to another pier location |
| 3 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. |
| 4 | Plain/Reinforced Cement Concrete(M-30) in Well Foundation (well curb) complete as per Drawing and Technical Specification |
| 5 | Plain/Reinforced Cement Concrete,(M-30) in Well Foundation (well steining) complete as per Drawing and Technical Specification. |
| 6 | Plain/Reinforced Cement Concrete,(M-30) in Well Foundation(false steining) complete as per Drawing and Technical Specification. |
| 7 | Plain/Reinforced Cement Concrete,(M-30) in Well Foundation (bottom plug) complete as per Drawing and Technical Specification. |
| 8 | Plain/Reinforced Cement Concrete,(M-30) in Well Foundation (inter plug) complete as per Drawing and Technical Specification |
| 9 | Plain/Reinforced Cement Concrete,(M-30) in Well Foundation (well cap) complete as per Drawing and Technical Specification. |
| 10 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 11 | 0 M - 3M Sinking of 5.5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. |
| 12 | 3 M - 10 M |
| 13 | 10 M -20 M Add 5 per cent for every additional meter depth of sinking over the rate of sinking for the previous meter |
| 14 | Sand filling in wells |
| 15 | Plain/Reinforced Cement Concrete(M-30) in Open Foundation complete as per Drawing and Technical Specifications. |
| 16 | RCC in sub structure (pier) Grade M30 using batching plant transit mixer & Concrete pump |
| 17 | Grade M30 using batching plant transit mixer & Concrete pump(abutment) |
| 18 | Grade M30 using batching plant transit mixer & Concrete pump(pier cap) |
| 19 | Grade M30 using batching plant transit mixer & Concrete pump(top beams) |
| 20 | M30 using batching plant transit mixer & Concrete pump(bearing pedestal) |
| 21 | seismic arrester(M-35) |
| 22 | Back wall , wing wall & Parapet (M-35) |
| 23 | Reinforcement Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 24 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. |
| 25 | Super Structure Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/PSC Grade M-40 |
| 26 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M-40 |
| 27 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/PSC Grade M-40 |
| 28 | RCC railling (crash barrier). |
| 29 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 30 | Providing and laying Cement concrete wearing coat M-30 grade excluding reinforcement complete as per drawing and Technical Specifications |
| 31 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. |
| 32 | Drainage Spouts complete as per drawing and Technical specification |
| 33 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 34 | Reinforced cement concrete (M-40)approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 35 | 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. |
| 36 | Hume Pipe (1000mm) |
| 37 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all ifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 3002 with lead upto 1000 m as per Technical Specification Clause 303.1 1 km cartage |
| 38 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a all lifts and leads, transporting to site. Spreading, grading to required slpoe and compacting to meet required of table 300.1 and 300.2 as per Technical specification clause 303.1(Local earth) |
| 39 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with 2% cement (OPC) with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 40 | Providing, laying and spreading material on a prepared sub grade, adding 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. |
| 41 | Providing and applying tack coat with Bitumen VG-10 using Prassur distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MORD specification Clause 503 and as per direction of Engineer-in-charge to completion of work. |
| 42 | Providing, laying and rolling of open-graded premix carpet of 20 mm thick compacted composed of 13.2 mm to 5.6 mm aggregates of approved quarry using bitumen (VG-10) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing by Mixol, laying and rolling with a three wheel 80-100 kN static roller, finished to required level and grades as per MORD Specification Clause 508 and as per direction of Engineer-in-charge to completion of work |
| 43 | Providing and laying seal coat Type-C to sealing the voids in a bituminous surface with 6.7 mm aggregates of approved quarry using bitumen (VG-10) to required laid to the specified levels, grade and cross fall as per MORD Specification Clause 510 and as per direction of Engineer-in-charge to completion of work. |
| 44 | Earth work in foundation in ordinary soil including lift upto 1.50 m and lead upto 30m including watering of executed earth into trench in toe wall as per S.L. No. 251 |
| 45 | Providing and laying filter material 40 mm gauge stone ballast underneath pitching on slopes complete as per drawing and technical specification (as per MORTH specification 2504) |
| 46 | Providing and laying stone boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 2504 (MoRTH Specification 2504 S.l No. 15.5) For Stone |
| 47 | Construction of Toe Wall with stone boulders weighing not less than 40 kg . |
| 48 | Providing and laying stone boulder pitching on slopes apron over prepared filter media as per drawing and technical specifications Clause 2504 (MoRTH Specification 2504 S.l No. 15.5) For Stone |
| 49 | Chute drain & K.C. drainEarth work in Excavation. |
| 50 | P.C.C. 1:4:8 with brick ballast |
| 51 | R.C.C. 1:2:4 with Stone Grit |
| 52 | M.S. Iron work |
| 53 | Providing and fixing of reflector Caution and reflector sign / direction board its painting , latter writing and diversion wall etc.Delinetor |
| 54 | Linear Delinetor Strip (LDS) on bridge |
| 55 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 Please Enable Macros to View BoQ information |
