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| 1 | Making of Island in river stream for providing of a dry working area including cost of balli piling, shoring, GI sheets, EC bags, earth work etc as required and directed by E/C. |
| 2 | Mild Steel or iron work in cutting edge of well work wrought to required shape and joint as necessary including supply of steel, it's cutting bending welding and wastages etc. for proper completion of work as directed by E.I.C. |
| 3 | R.C.C. work in M-30 in well curb with cement, approved coarse sand & 2 Cm. Gauge well graded grit including nece-its binding with wire but excluding cost of including supply of all materials , labours T & P etc. required forreinforcement and also proper completion of the work. |
| 4 | R.C.C. work in M-30 Mix in well steining with cement, approved Coarse sand & 20mm. Gauge well graded grit including shuttering etc., placing and binding of reinforcement inpositionbut excluding the cost of reinforcement and also including supply of all materials. labours T & P etc.required for proper completion of the work. |
| 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 well upto 6 m external diameter (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.(1) 0.00 meter to 3.00 meter |
| 7 | (2) 3.00 meter to 10.00 meter. |
| 8 | (3) 10.00 meter to above |
| 9 | Cement concrete work under water in M-25 mix with cement approved coarse sand & 20 mm gauge well graded grit for plugging the bottom of the wells, including cost of all mate-rials , labours , T&P etc , required for proper completion of the work and also including cost of extra cement specified for the work under water. |
| 10 | Local sand filling in side the well between bottom and top plugg-ing including watering ramming and also including necessary T & P etc , required for proper completion of the work. |
| 11 | Cement concrete work under water in M-25 mix with cement approved coarse sand & 20 mm gauge well graded grit for plugging the Top of the wells, including cost of all mate-rials , labours , T&P etc , required for proper completion of the work and also including cost of extra cement specified for the work under water. |
| 12 | R.C.C. work in M-30 Mix in well Caps with cement, approved Coarse sand & 20mm. Gauge well graded grit including shuttering etc., placing and binding of reinforcement inpositionbut excluding the cost of reinforcement and also including supply of all materials. labours T & P etc.required for proper completion of the work. |
| 13 | R.C.C. work in M-30 Mix in Substructure of the bridge with cement, approved Coarse sand & 20mm. Gauge well graded grit including shuttering etc., placing and binding of reinforcement inpositionbut excluding the cost of reinforcement and also including supply of all materials. labours T & P etc.required for proper completion of the work. |
| 14 | R.C.C. work in M-35 Mix in Superstructure of the bridge with cement, approved Coarse sand & 20mm. Gauge well graded grit including shuttering etc., placing and binding of reinforcement inpositionbut excluding the cost of reinforcement and also including supply of all materials. labours T & P etc.required for proper completion of the work. |
| 15 | Mild Steel or iron work in Well steining ,well caps,abutment andx their caps, slabs, curbs etc, brought to required shape incl-uding cutting , bending & also including cost of necessary reinfor-cement for proper completion the work. |
| 16 | Providing expantion joint as per drawings as directed by engineer in- charge including supply of all materials labours T&P etc. required for proper completion of the work. |
| 17 | Supplying & fixing of 100mm dia drainage spouts of cost iron with gratings as per drawing and as per direction of E.I.C., including cost of all materials, labour, T&P etc required for proper completion of the work. |
| 18 | R.C.C work in posts & railings in M-35 mix with cement, approved coarse sand & 12mm gauge grit as per drawing or as direc-ted by the E.I.C., cost of reinforcement, its bending , binding andplacing & also including necessary centering, shuttering & also including cost of all materials, labour, T&P etc required for proper completion of the work. |
| 19 | 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. |
| 20 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. |
| 21 | Earth work in embankment with carted earth for 2 km. Lead in ordinary soil excavation to be done in regular pits not exceeding 1/2 mt. In depth and work in embankment to be done in 20 cm. Layesr including ramming and dressing the surface to required levels and slops and also including 1.50 m lift and 30 mtr. lead macanically compacted with road roller 95% P.D. as per direction by E/I. |
| 22 | 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 23 | Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density |
| 24 | Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density |
| 25 | Brick soling with O.B. bricks laid on edge and dry including preparation of subgrade to prescribed camber and including supply of brikcs filling joints with local earth spreading , blinding coat of 1 cm thick of p.I. 5 to 7 over the entire surface and including labour T&P etc. required for proper completion of work. |
| 26 | Brick edgingon both side of the first class brick 8 cm. (3\\") wide and 12 cm ( 4 1/2) deep laid with mud mortar all labour finished to the required template and in proper alignment and also including dressing and ramming the excavated earth including all labour, T&P, sudries required for proper completion of work. |
| 27 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means . |
| 28 | Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom . |
| 29 | Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm 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 . |
| 30 | Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . |
| 31 | 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 lead upto 50 m as per Technical Specification Clause 303.1(a) Ordinary Soil |
| 32 | H.P. Culvert i/c all material, labour and T&P etc complete. (i) 600 mm dia |
| 33 | (i) 350 mm dia |
| 34 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 35 | 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 |
| 36 | Construction of K.C. Drain on both side of approach road near bridge. |
| 37 | Construction of Schute Drain on both side of approach road near bridge. |
| 38 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawingHAZARD SIGN BOARD ON CULVERTS PARAPETSOR-Lucknow (Chap-26/18 (xi)) |
| 39 | Speed Limit Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawingSOR-Lucknow (Chap-26/18 (iii)) |
| 40 | Name Identification Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawingSOR-Lucknow (Chap-26/19) |
| 41 | Crash Prone Zone Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawingSOR-Lucknow (Chap-26/18 (iii)) (1200mm X 900 mm) |
| 42 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be levelled. Uniform and free from streaks and holesSOR-Lucknow (Chap-26/02)Edge line |
| 43 | Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be levelled. Uniform and free from streaks and holes Repeted bar |
| 44 | Solar Power road Marker (Solar Studs) SOR-Lucknow (Chap-26/16) |
| 45 | Reflective Raised Pavement Marker ( Cat Eye) (Chap-26/5) |
| 46 | Linear Delinator System ( LDS) SOR-Lucknow (Chap-26/9) |
| 47 | Road Delinator SOR-Lucknow (Chap-26/1) |
| 48 | Type - A \\"W\\" : Metal Crash Barriar SOR-Lucknow (Chap-27/16) Please Enable Macros to View BoQ information |
