|
| 1 | Providing and Constructing Temporary Island 11.0 m diameter for Construction of Well Foundation for 5.00 m dia. Well. |
| 2 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. |
| 3 | Plain/Reinforced Cement Concrete,M 30 grade in Well Foundation in Well Curb complete as per Drawing and Technical Specification. |
| 4 | Plain/Reinforced Cement Concrete M 30 Grade, in Well Foundation in well Steining complete as per Drawing and Technical Specification. |
| 5 | Providing sleeves nuts of approved design and length in well steining bars including threading of bars and nuts and their fixing as directed by E.I.C. |
| 6 | Sinking of 5.50 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.0.00 to 3.00 mtr. |
| 7 | 3.00 to 10.00 mtr. |
| 8 | 10.00 to 20.00 mtr. |
| 9 | Plain/Reinforced Cement Concrete,M 25 Grade in Well Foundation in Plugging the Bottom of well complete as per Drawing and Technical Specification. |
| 10 | Sand Filling in Wells complete as per Drawing and Technical Specifications. |
| 11 | Plain/Reinforced Cement Concrete M 25 Grade , in Well Foundation in Intermediate Plugging of well complete as per Drawing and Technical Specification. |
| 12 | Plain/Reinforced Cement Concrete M 25 Grade , in Well Foundation in Top Plug of well complete as per Drawing and Technical Specification. |
| 13 | Plain/Reinforced Cement Concrete M 30 Grade , in Well Foundation in Well Caps complete as per Drawing and Technical Specification. |
| 14 | Reinforced Cement Concrete M 30 Grade ,in Substructure of bridge complete as per Drawing and Technical Specification. |
| 15 | Plain/Reinforced Cement Concrete M 20 Grade ,(misc.conc. i.e. crash barrier etc.) as per Direction of Engineer in charge Drawing and Technical Specification. |
| 16 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications |
| 17 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 18 | 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. |
| 19 | Furnishing and Placing Reinforced cement concrete Grade M35 in super-structure as per drawing and Technical Specification |
| 20 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 21 | Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications |
| 22 | 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. |
| 23 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 24 | Drainage Spouts complete as per drawing and Technical specification |
| 25 | Reinforced cement concrete approach slab M 30 including reinforcement and formwork complete as per drawing and Technical specification |
| 26 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 27 | Design,drawing & vetting charges including 12.5% service tax charges |
| 28 | Geotechnical soil investigating report |
| 29 | Topographical survey |
| 30 | Earthwork in cutting or in embankment in ordinary soil , excavation to be in the form or regular pits not exceeding 0.50m in depth and earthwork in embankment to be in 20 cm layers, including ramming & dressing the surface to required levels and slopes and also including lift up to 1.5 m and lead up to 30 m. The earth cutting to be used in making embankment or to be deposited as spoil banks within 30m (100 ft.) distance as directed by the Engineer - in - charge.(As per SOR No. 253) 3 km cartage |
| 31 | 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) |
| 32 | 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. |
| 33 | 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. |
| 34 | 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. |
| 35 | 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 |
| 36 | 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. |
| 37 | Construction of KC drain side of road.Class - 150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth i/c pointing with 1:3 cement sand mortar i/c providing and laying base cement concrete in proportion 8:4:1 (eight part 4cm. guage approved brick ballast: four part approved coarse sand : one part cement ) curing complete , including supply of all materials , labour and T & P required for proper completion of work as per drawing attached. S.I. No.-251 + 275 + 307 + NBO 17.120 |
| 38 | Construction of chute on the sloping high embankment i/c cost of all materials labour T&P etc. |
| 39 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. |
| 40 | 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 |
| 41 | Providing and fixing of reflector Caution and reflector sign / direction board its painting , latter writing and diversion wall etc.Delinetor |
| 42 | Linear Delinetor Strip (LDS) on bridge |
| 43 | 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 |
