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| 1 | 18.01 Cutting & clearance of jungle, bushes, shrubsAnkra/Ipomoea, Julicflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-incharge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. 18.01.3 For dowels and outer slopes. |
| 2 | 18.02 Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department 18.02.4 Over 45 cms to 60 cms. Girth |
| 3 | 5.15 Earthwork in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated materialata lead up to 50 msuitable site as per direction of Engineer for following depths, below natural ground / Road top level. 5.15.1 In all types soils/ saturated soil such as morrum, sand, sandy silt, clay, black cotton soil, kankar, etc. 5.15.1.2 Add extra for over all depth of excavationabove 1.5 m and upto 3.0 mEarth Cutting (Quantity as per L section and X section Analysis) |
| 4 | 5.7 Removal of slit/soil/earth, sand, pebbles, Malba, debris, rubbish, stone pebbles & obstruction deposited in canal bed up to design line grade and sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable place as directed by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect.Measurements of works for item No. 7 (a) & 7 (b) shall be limited to canal bed area only | 5.7.3 For depth above 30cm. |5.7.4 Extra on item 7(c) only if silt clearance is done under water & mud. |
| 5 | 5.9 Extra charges for disposal of excavated/rehandled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respect 5.9.2 Not exceeding 20cm | Add extra for each subsequent lead of 500m or part,there of beyond 0.50 Km. & upto 5 Km |
| 6 | 5.8 Re-handing of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect 5.8.1 Earth / Soil | 5.10 Extra lead over item no 1 to 8 of excavated matrerial. | 5.10.3 Add extra for each subsequent lead of 500m or part, there of beyond 1/2 Km. & upto 5 Km |
| 7 | 5.17 Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing whencompacted by sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. | Deduct in item no 16 (a) to (d) above if Standard Proctors density to be achived is at least 95% | 5.17.1 With initial lead of 250 m | 5.17.3 Add extra for each subsequent lead of 500m or part thereof beyond 1/2 Km and up to 5 kmQuantity as per L section and X section Analysis |
| 8 | 9.1 Providing and Laying in position of Cement concrete Design mix M-15 including leads of all construction materials, plastizers (if required), curing, compaction and finishing with rendring in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto (Mix design with Cement content 320 kg) 9.1.2 80 mmGiriraj canalLining toSidesBed |
| 9 | Side shuttering including propping etc. complete (to achieve finish F 2 for Curved edges or sides of special shapes likebaffle or chute blocks, end sills, Basin Block, projected copings, extended sills, curved surfaces arches, circular ducts etc.Bed Lining End |
| 10 | Bed Lining Sides |
| 11 | CentralPilot Channel (cunette) |
| 12 | Side Slope |
| 13 | Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision. | 4.6.1 Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix.Giriraj canalLining toSidesBed |
| 14 | Supplying and laying stone metal graded filter ofsize20 mm to 25 mmsize inslope and bed of canal below liningincludingroyalty, all taxes etc. . all completeas per specification and directionofE/I(Vide item No 5.2.6)consider 10 m interval = 4500/10=430 , 430 X 3 = 1290 |
| 15 | Providing 10 mm thick vertical joints at suitable intervals, filled with bitumeneous materials of approved quality including royalty all taxes and royalty etc.all completeas per specification and directionofE/I. consider 5 m interval = 4500/5=860Along length |
| 16 | Providing and laying 90mm dia PVC Pressure Release Valve (Flange type) having 430 mm long 160 mm dia (ISI MARK-Class II, IS:4985) outer housing pipe & 300 mm long 90 mm (ISI MAR-Class III, IS:4985) PVC pipe perforation nylon jali & protective cap (Dom) on top as per IS:4558 design, (vide item no 5.2.14)consider 10 m interval = 4500/10=430 , 430 X 3 = 1290 |
| 17 | Providing and laying PVC Longitudinal and cross sectional perforated pipe 160 mm OD, wall thickness: 3.7 mm with 12 mm dia and 100 perforation in 1 mtr length (Pipe will be as per IS 4985:2000) (Non shedule) consider 10 m interval = 4500/10=430 , 430X 3 =1290 |
| 18 | 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 |
| 19 | 17.2 Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required. |
| 20 | 17.5 Demolishing stone rubble masonry including stacking of useable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required. | 17.5.2 In cement mortar |
| 21 | Providing and fabricating reinforcement for R.C.C. workincluding straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.(Fe-500) |
| 22 | B.) Bridge Work (2-Lane Bridge)Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 23 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excludingthe cost of centering and shuttering - All work up to plinth level. | M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 24 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. indepth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. |
| 25 | Extra for every 1.5mlift (1.5-3.0) |
| 26 | Providing and laying in position Ready mix manufactureed in fully automatic batching plant and transported to site in transit mixer for havingconcrete agitated mixer forall PCC/ RCC structuralincluding curing, compaction, finishing with rendering including cost of admixtures.......excluding the cost of centering, shuttering and reinforcement. M40 grade Nominal Mix / Design Mix |
| 27 | Providing and fabricating reinforcement for R.C.C. workincluding straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.(Fe-500) |
| 28 | Centering and Shuttering with plywood or steel sheetsincluding strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 29 | Add Extra for additonal height fo centering , shuttering.. |
| 30 | ( Bridge Work-4 lane )Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 31 | Extra for every 1.5mlift (1.5-3.0) |
| 32 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excludingthe cost of centering and shuttering - All work up to plinth level | M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).. |
| 33 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. indepth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. |
| 34 | Providing and laying in position Ready mix manufactureed in fully automatic batching plant and transported to site in transit mixer for havingconcrete agitated mixer forall PCC/ RCC structuralincluding curing, compaction, finishing with rendering including cost of admixtures.......excluding the cost of centering, shuttering and reinforcement. M40 grade Nominal Mix / Design Mix |
| 35 | Providing and fabricating reinforcement for R.C.C. workincluding straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.(Fe-500) |
| 36 | Centering and Shuttering with plywood or steel sheetsincluding strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 37 | Add Extra for additonal height fo centering , shuttering.. |
| 38 | C.) Beutification Work & HorticultureSupply at site of work well-decayed farmyard manure, from any available source, approved by the Engineer in charge including carrige, screening and stacking. |
| 39 | Spreading of sludge farm-yard manure or/and good earth in required thickness (cost of sludge, farm-yard manure or/and good earth to be paid for saparately). |
| 40 | Mixing earth and sludge or farmyard manure in proportion specfied or as directed. |
| 41 | Rough dreesing the trached ground including breaking of clods. |
| 42 | Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including diposal of uprooted vegetation. |
| 43 | Grassing with \"Doob\" grass including watering and maintance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed.In rows 7.5 cm apart in either direction. |
| 44 | Planting & maintenance of plants and shrubs. Plants and shrubs in central verge where verge is 3.0 metres and above (200 plants 800 shrubs in two rows in one km) Planting Plant and Shurbs & Maintenance of plants and sher for 1 year |
| 45 | 1.2 metres high fencing with 1.65 metres posts placed at every 2.5 to 3 metres apart embedded in cement concrete blocks and every tenth post to be strutted, provided with 4 horizontal lines of G.l.barbed wire, weighing 9.34 Kg per 100 metres (minimum) |
| 46 | Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal / Circular cross-sections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal Poles shall have lockable door of approximate 500 mm length at the elevationof 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) inside the pole at door opening for cable connection of following length and dimension as per table P-01 with base plate and foundation bolt on the Existing cement concrete foundation.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \"A\" attached with this BSR .(4 Mtr. Hight) |
| 47 | Supply and Fixing of Pole OEM fabricated hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap(400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \"A\" attached with this BSR . (Double arm overhang) |
| 48 | Providing& Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stabilization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintained , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \"A\" attached with this BSR . (LED Street Light fixture with Minimum lumen output 7500 lm) ( As per Directions of Engineer Incharge) |
| 49 | Providing & Fixing of IK10 IP65 protected 600 mm height LED Bollard Luminarie with base plate made of powder coated die cast alluminium housing with UV stabalized PC diffuser. The System level Luminous efficacy ≥ 90 Lumen/W. SMD LEDs is to be used, System CRI>70, CCT: 3000/4000/6500 K. The integral electronic driver must be potted & has a unique BIS R number must be potted & has a unique BIS R number constant current and Internal/external surge protection device of min. 4KV(L-N) and efficiency > 85%, PF>0.9, THD<20% and input Voltage range of 90-270V AC at 50Hz. System life of 30000 Burning hours with 70% of Initial Lumens maintained Light output in Cool white or Warm White Colour as per engineers choice. driver current <750mA. Fixture must be in compliance with BIS Standards and Trade mark Certificate complete in all respect.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \"A\" attached with this BSR . (Minimum lumen output 800 lm Bollard) ( As per Directions of Engineer Incharge) |
| 50 | Providing and fixing precast cement concrete M20 grade (Using mechanical Concrete Mixer) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick PCC M10 grade foundation as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 51 | Supplying, erecting and fixing in position specified precast RCC bench made of RCC grade M30 consisting of 2 nos. L shaped base support of thickness 100 mm back height 1000mm, front height 450 mm, base width 420mm and 5 Nos. RCC planks of size of 1500x100 x 50 mm and 1 Nos RCC planks of 150x200x50mm including joining all parts with galvanised nuts and bolts of suitable size. All bolts to be sealed after assembly with nice finish and appearance and level complete in all respect as per direction of engineer in charge. Every bench should have a manufacturer s logo of appropriate size Engraved at suitable place. |
| 52 | D.) Road WorkDismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 metres, scaking serviceable and unserviceable materials separately as per MoRTH specification claue : 202 Granual Course |
| 53 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead as per Technical Specification Clause 301.5. with alllead |
| 54 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering – All work up to plinth level. 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).For CulvertForInterlocking |
| 55 | Providing and laying granular sub-base material having P.l.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire chargesGrading as per MoRTH specification: Table 400-1, 400-2 with CBR value not less than 30.To achieve 100% Proctor density |
| 56 | Providing, laying, spreadingand compacting crushed gradedstone aggregate of as per table 400-10 and 400-11 to Wet Mix Macadam specificationincludingpremixing the material with water to OMC in mechnical mixer as per approved design mix, carriage of mixed material by Tipper to site, laying inuniform layers with motor grader/F.E. Loader/paver finisher in sub base / base course onawellprepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding,barricading andmaintanceof diversion etc. (MoRTH specification:Clause 406)bymechanicalmeanswith all lead |
| 57 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112 |
| 58 | Providing and applying tack coat with bitumen VG-10 on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 3 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112 |
| 59 | Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112 |
| 60 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader, heating of binder (including cost of antistripping compound wherever required) aggregate and filler in hot mix plant 40-60 TPH transporting the mixed material by tippers and laying with sensor paver finisher as per clause 507.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112] with 4.50 % Bitumen with all lead. with CRMB - 60 |
| 61 | Providingandlayingbituminous concrete as per design mix on preparedsurface with specified graded stone as per table500 - 18 for wearing course including loading of aggregate with F.E. Loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 TPH Transportingthemixmaterial with tipper to paver and laying with sensor paver finisher (as perclause507.3.5)tothe required level, gradesandrollingwithvibratorycompactor and pneumatic tyred roller 150 - 250 KN,TP = 0.7 MPa, to achieve thedesired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -509,112) with all lead. b) With crumb rubber modified bitumen CRMB 60 |
| 62 | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurments shall be made inner to inner side of edge blocks) Providing and laying of interlocking concrete block pavements having thickness 80mm as per drawing and technical specifications. |
| 63 | Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of at least 2.5 mm and spread uniformlywith reflectorising glass beads type-2 in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4.LineZebra Line |
| 64 | Supply of Retro-reflective sign boards size 1800x1200 mm made out of 2 mm thick aluminium sheet duly framed with 40 mm M.S. black tube (Medium Class) as per IS-1239 (Part-I) 1979 with Inner support of M.S. flat 12x3 mm whole structure is fixed with two supports each side 75 mm long and 40 mm M.S. black tube on two posts of 60 mm diaM.S. black tube (Medium class) as per 1239 (Part-I ) 1979 2.03 metre long each and also provision of hold fasts of M.S. bars 12 mm and 25 cm long two on each post. The sheet has to be stove enameled or epoxy painting one side and other side retro-reflective high intensity and black non reflective letter in non reflective sheet. The standard letters and numbrals have to be made as per IRC 30-1968 and the board shall be conformed to the MoRTH specificationsclause. 801 Post and outer frame of board to be painted with black and white strips of synthetic enamel paint with black and white strips. |
| 65 | SupplyofRetro - reflective Name Board size600 x 900 mm made out of 2mm thick aluminium sheetfixedonpost and frame made out or angle iron 50 x 50 x 6 mm, 3Mtr. long using stainlesssteelnutboltsof8 mmdia, aluminium sheet is coveredwithhighintensity grade Retro-reflective sheeting and non reflective letters in black, post duly painted in black and white synthetic enamel, complete in all respect.ConfirmingtoMoRTH specificationsclause. 801 |
| 66 | Supply of Cat\"s Eye made of aluminium alloy size 75 x 100 x 22 mm having 21 bi-convex lenses embedded in circular disk of ABS plastic on each side. |
| 67 | Load bearing capacity of 20tonne, within built rechargeable battery with 90 Hashes per minute Blinkers operation of Amber /red colour with automate dusk to dawn solar switching system with automatic battery havingbackup capacity for min 5 raining days, complete water proof visibility in normal climate should be 1000 m in normal night conditions and as per technical specification . Double sided Amber Colour |
| 68 | Painting with enamel paint of approved brand and manufacture to give and even shade. Two or more coats on new work. |
| 69 | Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. Note: NonISI mark pipe but manufactured as per ISI deduct 20%18.28.8 600 mm | 18.28.8.2 NP 3 | 18.28.8.4 Labour Charges |
| 70 | Providing and fixing of Reinforced ferro cement drain designed for class A & AA\" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti corrosive bitumen painted M.S plate Rim ad on M.S lifing hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. 1500 x 600 mm (150mm thick) |
