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| 1 | Dismentling Existing old Brick orch bridge |
| 2 | Providing and Constructing Temporary Island 11.0 m diameter and 1.80m height for Construction of Well Foundation for 5.50 m dia. Well including placing of cutting age under water portion providing 40 cm. above platform from water lavel and its protection by suitable mean and also making plateform for Machinaries including etc. reqd for proper completion of the work. and also including all type of taxes but excluding GST and Labour cess as per specification 12.9B (Morth Specification 1200, Data Book Sl. No. 12.9) |
| 3 | Providing and constructing one span service road to reach island location from one pier location to another pier location for span length 30 m, width of service road 10m and depth of water 1m including cost of material, all labour, T&P etc required for proper completion of the work as per E./I. and also GST and cess (Morth Specification 1200, Data Book Sl. No. 12.9C) |
| 4 | Providing and Laying Cutting Edge of Mild Steel for Well Foundation complete as per Drawing and Technical Specification and including cost of material, all labour, T&P etc required for proper completion of the work as per E./I. and excluding GST and cess (MoRTH Specification No. 1200 &1900 Data Book Sl. 12.10 ) |
| 5 | Reinforced Cement Concrete, in Well curb of M30 Grade complete as per Drawing and Technical Specification. including cost of grit, coarse sand from butwal quarry, all labour, T&P etc reqd. for proper completion of the work..excluding GST and Cess (MORTH Specification 1200, 1500 & 1700 Data Book Sl. No. 12.11A (iii)) |
| 6 | Reinforced Cement Concrete, in Well steining of M30 Grade complete as per Drawing and Technical Specification. including cost grit and coarse sand from Dala quarry including all labour, T&P etc reqd. for proper completion of the work, and also Excluding GST and cess (12.11B (vii)) |
| 7 | Sinking of 5.15 m external diameter well (other than pneumatic method of sinking) through all type of Strata namely sandy Soil as shown againts each case complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level upto 20.00 m depth including required all machinary, other devices, all labour, T&P etc reqd. for proper completion of the work including all taxes but excluding GST and and cess (MORTH Specification Section 1200, Data Book Sl. No.12.12A MORTH Section 1200) |
| 8 | Beyond 3.00 to 10.00 mtr |
| 9 | Beyond 10.00 to 20.00 mtr |
| 10 | Plain Cement Concrete, in Bottom Plug OPC Grade M25 complete including cost grit and coarse sand from Dala quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes but excluding GST and cess as per Drawing and Technical Specification.(12.11C (ii)) |
| 11 | Plain Cement Concrete, in Intermediate Plug OPC Grade M25 complete including cost grit and coarse sand from Dala quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes but excluding cess as per Drawing and Technical Specification. (12.11D (i)) |
| 12 | Plain Cement Concrete, in Top Plug OPC Grade M20 complete including cost grit and coarse sand from Dala quarry 2 all labour, T&P etc reqd. for proper completion of the work. and also including all type of taxes, cess and as per, Sr. No. 12.11 E (ii) Case-1 (Morth Specification Ref No. 1200, 1500 & 1700) |
| 13 | Reinforced cement concrete (with OPC 43 grade) in Grade M30 in abutment and pier well caps including cost of grit, Sand from Dala Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes but excluding G.S.T. and cess complete as per drawing and Technical Specifications (12.10F(iii)) |
| 14 | Sand Filling in Wells complete including cost Sand from approved quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes but excluding GST and cess as per Drawing and Technical Specifications. (MORTH SPECIFICATION 1207, Sl. No. 12.21 |
| 15 | Supplying, fitting and placing of uncoated HYSD Bar reinforcement in foundation (Well Curb, Well Steining and Well Cap) completer as per drawing and technical specfications (Sr. No. 12.40 MoRTH Specifications 1600) |
| 16 | Reinforced cement concrete (with OPC 43 grade) in sub-strucrue of Grade M30 including cost of grit, Sand from Dala Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes but excluding GST and cess complete as per drawing and Technical Specifications (13.5 (g) MORTH SPEC 1500,1700,2200) |
| 17 | Supplying, fitting and placing HYSD bar (TATA/SAIL Make) reinforcement in sub-structure including cost of Steel, all labour etc. reqd. for proper completion of the work, and also including all type of taxes but excluding GST and cess complete as per drawing and Technical Specifications (Data Book Sl. 13.6, MoRTH Specs 1600,2200) |
| 18 | Back Filling behind abutment wing wall and return wall complete as per drawing and technical specification (ii) Granular material - (13.9 |
| 19 | Furnishing and Placing Reinforced cement concrete (with OPC 43 grade) in slab /Kerb of RCC Grade M35 including cost of grit, Sand from Kabrai Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes but excluding cess complete as per drawing No. B.D./1.78 August 1978 by MOST and Technical Specification (DATA BOOK SL. NO. 14.1C MORTH Refrence No. 1500, 1600 & 1700) |
| 20 | Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications |
| 21 | Supplying, Fitting and Placing un-coated HYSD bar (TATA/SAIL Make) Reinforcement in Foundation including cost Steel etc reqd. for proper completion of the work, and also including all type of taxes but excluding GT and cess complete as per Drawing and Technical Specifications. (Data Book Sl. No. 14.2 MoRTH Specs.1600) |
| 22 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 23 | Reinforced cement concrete approach slab M 30 including reinforcement and formwork complete as per drawing and Technical specification (Slab shall be reinforced witth one rectangular mesh of 12mm dia laid at spacing of 150mmx150mm at top and 1 mesh of 12mm dia. laid at 150x150mm on bottom separed with steel chairs of 12mm dia laid at 1.20mx120m ) |
| 24 | Drainage Spouts complete as per drawing and Technical specification |
| 25 | Providing and laying of a strip seal expansion joint catening to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed the manufacturer/supplier ог their authorised representative ensuring compliance to the manufacturer's instructions for installation as per Sr. No. 14.21 (Morth Specification Ref No. 2607) |
| 26 | 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. |
| 27 | 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. complete, including all type of taxes, cess and as per Sr. No. 14 16 (Morth Specification Ref No. 800) |
| 28 | 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. |
| 29 | Providing and laying Filter material GSB underneath 15cm Thick below pitching in slopes complete as per drawing and Technical specification |
| 30 | Providing and laying Boulder Pitching 30cm thick 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 |
| 31 | 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 |
| 32 | Construction of K.C. Drain with 1:2:4 C.C. Including 100 mm thick base concrete of 1:4:8 cement fine sand & 40 mm nominal size O.D.B. and also including earth work in excavation in proper slope & Camber including all labour, T&P etc. required for proper completion of work. |
| 33 | Construction of Chute Drain (0.30m x 0.45m) |
| 34 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 35 | Providing laying, spreading and compacting stone aggregates of 45-6.3mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper erade and camber |
| 36 | Providing, laying, spreading and compacting stone aggregates of 22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber |
| 37 | Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 38 | Providing and applying tack coat with V.G.-10 Bitumen using distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface eleaned with Hydraulic broom as per Technical Specification Clause S03 |
| 39 | Providing laying and rolling of open -graded premis surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mim aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity nut less than 200 tonines/hour, laying and rollling with a smonth wheeled roller, finished to |
| 40 | Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable prade Please Enable Macros to View BoQ information |
