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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 necesarry shuteering , placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all materials , labours T & P etc. required for |
| 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 inposition but 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 | Erection of staging & prepartion of shuttering for dec slab, curbs, etc,for execution of work at item 12 above in all respect & including its removal on completion of the work as per direction if the Engineer-in-Charge. |
| 7 | 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.0.00 meter to 3.00 meter |
| 8 | 3.00 meter to 10.00 meter |
| 9 | 10.00 meter to above |
| 10 | 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 materials , labours , T&P etc , required for proper completion of the work and also including cost of extra cement specified for the work under water. |
| 11 | Local sand filling in side the well between bottom and top plugging including watering ramming and also including necessary T & P etc , required for proper completion of the work. |
| 12 | Cement concrete work in M-25 mix with cement approved coarse sand 20 mm gauge grit inside the well for top plugging including cost of all materials, labour T&P etc. required for proper comletion of the work. |
| 13 | R.C.C. work in M-30 mix in well caps with cement, approved Coarse sand & 20 mm. Gauge well graded grite includeing necesarry shuttering , placing, fixing & binding of reinforcement & also including supply of all materials ,labours, T&P etc required for proper completion of the work. |
| 14 | R.C.C. work in M-30 mix in & abutments & abutment , caps , backwall,ringwall, parapets etc.with cement app roved coarse sand & 20mm guage grit including centering shuttering , placing, fixing & binding of reinforcement in position but excluding its cost & also including supply of all material labour T & P etc .required for proper completion of the work. |
| 15 | R.C.C. work in M-35 mix with cement approved coarse sand and 20 mm gauge grit In Super Sturucture placing, fixing & binding of reinforcement but excluding cost of reinforcement & also including supply of all other materials, labours T&P etc. required for proper completion of the work but excluding centering & shuttering. |
| 16 | Mild Steel or iron work in Well steining ,well caps,abutment andx their caps, slabs, curbs etc, brought to required shape including cutting , bending & also including cost of necessary reinforcement for proper completion the work. |
| 17 | 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. |
| 18 | Supplying & fixing of 100 mm 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. |
| 19 | R.C.C work in posts & railings in M-35 mix with cement, approved coarse sand & 12mm gauge grit as per drawing or as directed by the E.I.C., cost of reinforcement, its bending , binding and placing & also including necessary centering, shuttering & also including cost of all materials, labour, T&P etc required for proper completion of the work. |
| 20 | 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. |
| 21 | Providing and fixing of view cutter Single side(LHS&RHS) of bridge 1.6 m Ht. |
| 22 | Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable material and unserviceable material separately. |
| 23 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately |
| 24 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres |
| 25 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately |
| 26 | Design,drawing & vetting charges including 12.5% service tax charges |
| 27 | Geotechnical soil investigating report |
| 28 | Topographical survey |
| 29 | 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. |
| 30 | 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. |
| 31 | 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 |
| 32 | 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 |
| 33 | 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 |
| 34 | 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. |
| 35 | 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. |
| 36 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. |
| 37 | Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Bituminous surfaces) |
| 38 | Providing and laying dense graded bituminous macadam (DBM 2)with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40@ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 39 | Providing and laying bituminous concrete (BC- 2) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG -40 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects |
| 40 | Earth work in embankment for making patri with carted earth for 1 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. |
| 41 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 42 | 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 |
| 43 | Earth-work Excavation in trenches for foundations pipes, cable etc,(Loan clay or sand) including lift upto 1.5m lead upto 50m. And dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i/c within ahead of 30m. |
| 44 | Plain cement concerete 1:4:8 (cement fine sand & 40 mm guage brick ballast) including supply of all materials, labour T&P etc. complete ( SL 275) |
| 45 | Class-150 brick work in 1:3 cement and Coarse sand mortar infoundation and plinth including supply of all materials, labour and tools and plants,etc ,required for proper completion of the work. |
| 46 | Struck pointing in 1:2 cement fine sand mortar etc. complete |
| 47 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 48 | Plain/ Reinforced Cement Concrete in sub-structure complete as per drawing and Technical Specifications. |
| 49 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 |
| 50 | S/F of Delenator |
| 51 | Supply and fixing of 7mtr G.I.Octagonal pole of approved make (top dia 70mm,bottom dia 130mm & base plate 12mm thick) having 3mm thickness with single arm bracket length 1mtr. Length in 1:2:4 RCC Foundation both including the cost of foundation , excavation & back filling and required T&P complete in all respect. |
| 52 | Supply and fixing of 7mtr G.I.Octagonal pole of approved make (top dia 70mm,bottom dia 130mm & base plate 12mm thick) having 3mm thickness with double arm bracket length 1mtr. Length in 1:2:4 RCC Foundation both including the cost of foundation , excavation & back filling and required T&P complete in all respect. |
| 53 | S/F of LED Street Light fitting with mandatory driver set having die cast Al Body with tuffened glass uv stablized pc cover and Lenses suitable for 110 to 130W and confirming to IP 66 and IK 07 and above protection having company logo engraved complete in all respect including labour 13200-15600 system lumens high power LED lenses ,120 l/w, PF >095 ,THD <10%,CRI>70,potted driver set in metal housing(Not Circuitory) phase to phase protection at 440V and>300V auto cut and restart feature,4KV internal Surge Protection with 5 year warrenty. |
| 54 | Supply and fixing of decorative 40W to 45W LED post top indirect light luminare having pressure die cast Al Body and uv stablized pc clear /frosted glass cover ,with driver set confirming to IP 66 & IK 08 protection,potted driver(not circuitory) complete in all respect . 4800-5400 system lumens high power LED lenses ,120 l/w, PF >095 ,THD <10%,CRI>70, over votage protection >300V and auto restart feature,4KV internal Surge Protection with 5 year warrenty. |
| 55 | Making Connection of each street light fitting by 2.5 sq mm 3 core flexible copper from pole busbar box to street light fitting. |
| 56 | Supply and Laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 16 sq. mm 4 core |
| 57 | Supply and Making end termination with brass compression gland and aluminium lugs for 4x16sqmm (28mm) size of PVC insulated and PVC sheathed/XLPE AL conductor cable of 1.1 KV grade as required. |
| 58 | S/F of SPMCB 5A to 32 A for controlling of street light including cost of din mounting rail,connecting strip,earth link etc complete in all respect. |
| 59 | S&F surface/flush mounting 6ways SPN distribution board with additional metal door without MCB complete in all respect, as directed by Engineer in charge. |
| 60 | S/Laying of 4\\" dia GI Pipe B-Class |
| 61 | S/F Angle iron Safety Cage for Decorative Post Top |
| 62 | Supply & fixing of 20Amp 3Pole ,415 V MCCB |
| 63 | Supply & fixing of 20Amp 3Pole ,415 V MCCB SS Enclosure |
| 64 | Supply and burring of safe Earthing electrode 9Hot Dipped Galvenized0 Length upto 3000mm. |
| 65 | Supply & Laying 25mm x5mm GI Strip at 0.5m below ground as strip earth electrode including connection /terminating with GI nut bolts, spring ,washer etc as required. |
| 66 | S/E of factory fabricated &wired metal clad dust & vermine proof floor mounting M.S Channel base with bottom and top cable Electrical Control Panel with TPN MCCB Incoming 100 A /415V MCCB-1 No.Outgoing 63 Amp. MCCB-1No. 32 Amp. MCCB-2No |
| 67 | HAZARD SIGN BOARD ON CULVERTS PARAPETProviding 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 drawingSOR-Lucknow (Chap-26/18 (xi)) |
| 68 | 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)) |
| 69 | 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) |
| 70 | 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 drawing SOR-Lucknow (Chap-26/18 (iii)) (1200mm X 900 mm) |
| 71 | 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) |
| 72 | 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. |
| 73 | Solar Power road Marker (Solar Studs) SOR-Lucknow (Chap-26/16) |
| 74 | Reflective Raised Pavement Marker ( Cat Eye) (Chap-26/5) |
| 75 | Linear Delinator System ( LDS) SOR-Lucknow (Chap-26/9) |
| 76 | Road Delinator SOR-Lucknow (Chap-26/1) |
| 77 | Type - A \\"W\\" : Metal Crash Barriar SOR-Lucknow (Chap-27/16) Please Enable Macros to View BoQ information |
