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| 1 | Construction of embankment with approved material obtained from borrow pits with all lift and lead upto 1.00 km, Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 ( Cartage Earth work 1 Km) |
| 2 | Providing, laying, spreading Material on prepared sub grade by adding cement @ 2% by weight of the spread Material manually by mixing in place with rotavator compacting with vi roller at OMC to achieve the desired unconfined compressive strength and form a layer of subbase. |
| 3 | Providing, laying and spreading Material on prepared sub base adding cement @ 4% by weight of the spread Material manually by mixing in place with rotavator compacting with road roller at OMC to achieve the desired unconfined compressive strength and form a layer of base. |
| 4 | Providing and applying tack coat with Bitumen VG10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 5 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using bitumenVG10 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 Type C as per Technical Specification Clause 508. |
| 6 | 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 Technical Specification Clause 510 |
| 7 | Construction of subgrade 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 requirement of Table 300.2 with lift upto 1.50 m & lead upto 30 m as per Technical Specification Clause 303.1. |
| 8 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material by Mechanical Means (Hume Pipe Culvert) |
| 9 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(Hume Pipe Culvert) |
| 10 | Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (Hume Pipe Culvert) |
| 11 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 Hume Pipe Culvert (Hume Pipe Culvert) |
| 12 | Providing and laying RCC Hume Pipe- 350mm dia NP3 (Hume Pipe Culvert) |
| 13 | Providing and laying RCC Hume pipe- 600 mm dia NP3 (Cost of NP-3 Hume pipe 600 mm dia & Labour Rate As per Analysis) (Hume Pipe Culvert) |
| 14 | Providing and laying RCC Hume Pipe- 1000 mm dia NP3 (Hume Pipe Culvert) |
| 15 | Earth work in excavation for structure in ordinary soil including 30 meter lead & 1.50 meter lift, also including ramming and dressing etc. complete as per direction of Engineer-in-charge. |
| 16 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 40 kg laid dry complete as per drawing and MORD specifications Clause 1301 |
| 17 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 |
| 18 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 |
| 19 | Road Sefty Metal Beam Crash BarrierType-A\\"W\\" Metal Beam Crash BarrierProviding 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, 150x75x5 mm Spaced 2 m centre to cente, 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:1364 metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5 mm, 330 mm long complete as per clause 810 |
| 20 | Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 8m dia. Well. |
| 21 | Providing and laying cutting edge of mild steel weighing 40 Kg per m for well foundation complete as per drawing and technical specification no. 1200 & 1900 |
| 22 | Reinforced cement concrete grade M-30 in well foundation (well curb) including supply of all material labour T&P using batching plant transit mixer and concrete pump. Complete as per drawing technical specification no. 1200, 1500 & 1700 |
| 23 | Reinforced cement concrete grade M-30 in well foundation (well steining) including supply of all material labour T&P using batching plant transit mixer and crane/concrete pump. Complete as per drawing technical specification no. 1200, 1500 & 1700 |
| 24 | Cement concrete grade M-30 in well foundation (bottom plug& Intermedite plug) including supply of all material labour T&P using batching plant transit mixer and crane/concrete pump. Complete as per drawing technical specification no. 1200, 1500 & 1700 |
| 25 | Reinforced cement concrete grade M-30 in well foundation (well cap) including supply of all material labour T&P using batching plant transit mixer and crane/concrete pump. Complete as per drawing technical specification no. 1200, 1500 & 1700 |
| 26 | Sinking of 4.5/6.0 mtr external diameter well (other then pneuematic method of sinking) through all types of strata namely sandy soil, clayey soil as shown against each case, complete as per drawing & technical specification no. 1200 depth of sinking is reckoned from bed level. Depth below bed level up to 3.0 M |
| 27 | Sinking of 4.5/6.0 mtr external diameter well (other then pneuematic method of sinking) through all types of strata namely sandy soil, clayey soil as shown against each case, complete as per drawing & technical specification no. 1200 depth of sinking is reckoned from bed level Beyond 3.0 M up to 10.0 M depth |
| 28 | Sinking of 4.5/6.0 mtr external diameter well (other then pneuematic method of sinking) through all types of strata namely sandy soil, clayey soil as shown against each case, complete as per drawing & technical specification no. 1200 depth of sinking is reckoned from bed level.Beyond 10.0 M up to 20.0 M depth |
| 29 | Sand filling in wells including supply of material labour T&P etc complete as per drawing and technical specification no. 1207 (Find Sand Including GST) |
| 30 | Supply fitting and placing HYSD bar reinforcement in foundation complete as per drawing & technical specification no. 1600 including bending binding and cost of binding wire etc. complete.(As per Detailed Drawing and Design Report) |
| 31 | Reinforced cement concrete grade M-30 in (pier & abutment frame) including supply of all material labour T&P using batching plant transit mixer and concrete pump. Complete as per drawing technical specification no. 1500, 1700 & 2100 Height upto 5m |
| 32 | Reinforced cement concrete grade M-30 in (pier & abutment frame & pedestal ) including supply of all material labour T&P using batching plant transit mixer and concrete pump. Complete as per drawing technical specification no. 1500, 1700 & 2100 Height 5m to 10m |
| 33 | Supply fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing & technical specification no. 1600 including bending binding and cost of binding wire etc. complete. |
| 34 | Reinforced cement concrete grade M-30 in (Wing wall & Back wall etc.) including supply of all material labour T&P using batching plant transit mixer and concrete pump. Complete as per drawing technical specification no. 1500, 1700 & 2100 |
| 35 | 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 MORT&H specifications complete including all accessories as per drawing and technical specifications no. 200 |
| 36 | Providing and laying filter media with granular materials/ stone srushed aggregate satisfying the requirerment laid down in clause no. 2504.0.0 of MORT&H speciification to a thickness of not less than 600 mm with smallers size towords the soil and bigger size towords the wall & provided over the entire surface behind aboutment wing wall & returnwall to the full hight compacted to a firm conditon complete as per drawing & technical specification no. 13.1 of MORTH |
| 37 | Back filling behing abutment wing wall and return wall compelte as per drawing and techincal specification no. 13.9 B of MORT&H (Find Sand Including GST) |
| 38 | Providing weep holes in reinforced cement concrete/P.C.C in abutment wing wall return wall with 100 m dia A.C. pipe extending to the full width the structure with slope of 1:20 towords drawing force. Complete as per drawing & technical specification no. 13.8 of MORT& H |
| 39 | Furnishing and placing reinforced concrete grade M-35 in super structure ( in beam & deck slab & cross beam) including supply of all material labour T&P etc complete.using batching plant transit mixer and concrete pump. As per technical specification no. 14.1 E of MORT&H |
| 40 | Supply fitting and placing HYSD bar reinforcement in super-structure complete as per drawing & technical specification no. 1600 including bending binding and cost of binding wire etc. complete. |
| 41 | P.C.C M-15 grade levelling coarse below approach slab including supply of all material labour T&P batching plant transit mixer and concrete pump. Complete as per drawing technical specification no. 2700 |
| 42 | Reinforced cement concrete approach slab grade M-30 including reinforcement and form work complete as per drawing & technical specification no. 1500, 1600, 1700 & 2704 including supply of all material labour T&P etc complete.using batching plant transit mixer. |
| 43 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring as pe MORT&H specification no. 14.22 |
| 44 | Drainage spouts complete as per drawing and technical specification. 2705 |
| 45 | Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications Please Enable Macros to View BoQ information |
