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| Sl. No. | Item Description |
| 1 | TEST, SURVEY AND INVESTIGATIONS |
| 2 | Survey investigation and confirmation of utility services:Item includes the thorough survey of road, Geo-technical investigation and confirmation of alignment of utility services and existing trees as per the scope of work and to the satisfaction of Engineer-in-Charge.Road Stretches:i) Dashami Ghat to Akhaura Road (Via Aguntak Club) - 0.617 kmii) Abhoynagar To Radhanagar ( Near Buddha Mandir) - 0.530 kmiii) Paradise Chowmuhani to TRTC - 0.587 kmiv) Post Office Chowmuhani to Netaji Chowmuhani - 0.247 km |
| 3 | ROAD WORKS |
| 4 | SITE CLEARING |
| 5 | Clearing Grass and Removal of Rubbish upto a distance of 30M outside the periphery of the area as per the MoRT&H technical specification clause 201 |
| 6 | Dismantling of flexible pavements and disposal of dismantled materials with all lifts and upto a lead of 100 m, stacking serviceable materials and unserviceable materials separately as per MoRT&H Technical Specification Clause 202 |
| 7 | i. By Mechanical MeansA. Bituminous course |
| 8 | ii. Manual MeansB. Granular Layer |
| 9 | Carriage of Materials from Dismantling of Chambers, Kerbstone, Flexible pavement & Removal of slab covers |
| 10 | Loading and unloading of Stone Boulder, stone aggregate, Brick Aggregate, Kankar, earth, Crushed slag, Stone for Masorny Work by Mechanical Means including a lead upto 30m |
| 11 | Haulage of materials by tipper/ truck excluding cost of loading, unloading and stacking. |
| 12 | UPGRADATION OF ROADS |
| 13 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per drawings & MoRT&H technical specifications Clauses 409. |
| 14 | Excavation in soil using hydralic Excavator CK 90 and Tippers with Disposal upto 1000 metres.Excavation for roadwork in soil with hydraulic excavator of 0.9 cu m bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300 |
| 15 | Construction of Subgrade and earthen shoulder 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 as per MORT&H technical specification clause of section 300. |
| 16 | 401 Granular Sub-base with Well Graded Material (Table (A) By Mix in Place MethodConstruction 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 vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401.(i) For Grading I Material |
| 17 | Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver finisher in sub-base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical specification 406. |
| 18 | Carriageway Overlay Layers |
| 19 | Prime CoatProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per MoRT&H Technical Specification Clause 502. |
| 20 | Tack CoatProviding and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with Hydraulic broom as per MoRT&H Technical Specification Clause 503. |
| 21 | Dense Graded Bituminous Macadam(Grading -I & VG-30)Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 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 MoRT&H specification clause No. 507 complete in all respects. |
| 22 | Bituminous ConcreteProviding and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 Percent 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.B. Grading II (For layer thickness 30 - 40 mm) |
| 23 | Footpath with Paver TilesProviding and fixing precast cement concrete tiles of size 300 x 300 mm and 25 mm thick, laid in footpath & courtyard, on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete as per direction of the Engineer-in-charge.Flooring with Paver Tiles on Footpath Area |
| 24 | Road Median |
| 25 | Painting two coats on new concrete surfaceProviding and painting two coats with synthetic enamel paint in all shades on new plastered concrete surfaces as per MoRT&H Technical Specification Clause 803. |
| 26 | Road Markings |
| 27 | Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous SurfaceProviding and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per MoRT&H Technical Specification Clause 803. |
| 28 | a) Road Edge Marking - Median edge and Kerb edge: andb) Cycle Track Marking |
| 29 | Centreline Markingmarking at junctions - Stop lines. Pedestrian Crossing, Islands. |
| 30 | Printing New Letter and Figures of any ShadePrinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and MoRT&H Technical Specification Clause 801. |
| 31 | i) English and RomanHyphens and the like not to be measured and paid for Detail for 100 letters of 16 cm height.i.e.1600 cm |
| 32 | Road Markers / Road Stud with Lense ReflectorProviding and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973, as per drawings and MoRT&H Technical Specification Clause 804. |
| 33 | Retro-Reflectorised Traffic SignsProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification 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 M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRT&H Technical Specification Clause 801. |
| 34 | i) 600 mm equilateral triangle - Junction ahead/Junction type/Pedestrian crossing/Parking provision |
| 35 | ii) 600 mm circular - No parking/No stopping/Speed limit/Pedestrian lane/No overtaking |
| 36 | Direction and Place Identification Signs with size more than 0.9 sqm size BoardProviding and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRT&H Technical Specification Clause 801. |
| 37 | Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification as per approved drawings and MoRT&H Technical Specification Clause 2703.2 & 1900. |
| 38 | Providing and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings and as per MoRT&H Technical Specification Clause 805. |
| 39 | STORM WATER DRAIN & ELECTRICAL INSPECTION PIT |
| 40 | 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 whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.(ii) Dismantling brick / tile workB) In cement mortara. Dismantling of Open Brick drain |
| 41 | Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.I. Ordinary soilA. By Manual Means (Upto 3 m depth) |
| 42 | i) For Storm Water Drain - 208.38 cumii) For Catch Basin - 54.57 cum |
| 43 | Cost of dewatering may be added, when required, up to 10 per cent labour cost. |
| 44 | The cost of shoring & shuttering, where needed, may be added @ 3 per cent on cost of excavation for open foundation. |
| 45 | Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.I. Ordinary soilA. Mechanical Means (Upto 3 m depth) For Storm WaterDrain |
| 46 | Cost of dewatering may be added, when required, up to 5 per cent labour cost |
| 47 | The cost of shoring & shuttering, where needed, may be added @ 3 per cent on costof excavation for open foundation. |
| 48 | Breaking of Dismantled Drain bricks in Brick Bats of required size, stacking serviceable materials and unserviceable materials separately as per direction of the Engineer-in-charge with all lifts and upto a lead of 100 m and laying the brick bats for soling layer of minimum 300mm thick on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6. For Storm Water Drain |
| 49 | PCCProviding and laying in position cement concrete of specified grade excuding the cost of centering and shuttering. All work upto plinth level.Below foundation1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate40 mm nominal size) |
| 50 | i) For Storm Water Drain - 243.24 cumii) For Catch Basin - 8.66 cum |
| 51 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)vi) RCC M 25 Gradea. upto 5 m heightCase - II : With Batching Plant, Transit Mixer and Concrete Pump |
| 52 | i) For Storm Water Drain - 1729.38 cumii) For Catch Basin - 33.26 cum |
| 53 | Supplying, fitting & placing Thermo-Mechanically treated bar / cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.Storm Water Drain |
| 54 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer usingsteel etc. complete as required:- \"Grating on storm water Drain at 15mc/c 12 kg per gratingGrating on storm water Drain |
| 55 | Supplying and laying of DWC Pipe (SN8) pipes with coupler & rubber ring, bailing out/ dewatering (by pumps or otherwise) water in trenches, lowering the same into the trench, aligning and jointing the pipes on sand bedding to prescribed gradient, depth and alignment; fixing coupler with rubber rings, making connection to old or new manholes (including dismantling and making good the manhole wall) and checking the \"as-laid\" pipe with joints etc, as per the drawing, specification and direction of the Engineer. (The rate shall include all cost of materials including transportation & carriage of material to work site and labour for pipes bedding, jointing with manhole, sand packing, dewatering, cleaning the inside surfaces of pipe after laying, bonning rods, sight rails, levelling instruments etc. as required for the above mentioned works.) -100 mm dia\"DWC Drain Pipes for inlet to Storm Drains @15m c/c |
| 56 | Haulage of materials by tipper / truck excluding cost of loading, unloading and stacking. (Case-II-Unsurfaced road )Dismantaled Brick Drain Material |
| 57 | Storm Water Drain Excavated Soil |
| 58 | Manhole Covers |
| 59 | Rectangular shape 600x450 mm precast R.C.C. manhole cover withframe - L.D. - 2.5 |
| 60 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting |
| 61 | BRICK WORKS: |
| 62 | First class brick work in foundation and plinthincluding cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 63 | Half brick masonry work with first class brick in Superstructure upto floor five level including cost of all materials as required complete |
| 64 | Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 65 | 12 mm cement plaster of mix:Cement mortar 1:4 (1 cement : 4 fine sand) |
| 66 | Neat cement punning |
| 67 | Civil Work for DWS |
| 68 | ExcavationEarthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.I. Ordinary soilA. Manual Means(i) Upto 3 m depth |
| 69 | Cost of dewatering may be added, when required, up to 10 per cent labour cost. |
| 70 | The cost of shoring & shuttering, where needed, may be added @ 3 per cent on cost of excavation for open foundation. |
| 71 | Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.I. Ordinary soilB. Mechanical Means(i) Upto 3 m depth |
| 72 | Cost of dewatering may be added, when required, up to 5 per cent labour cost |
| 73 | The cost of shoring & shuttering, where needed, may be added @ 3 per cent on cost of excavation for open foundation. |
| 74 | Back FillingFilling available excavated earth (excluding rock) intrenches, plinth, sides of foundations etc. in layers notexceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.-All kinds of soil |
| 75 | Sand layerSand Filling in foundation trenches as per drawing & MoRT&H technical specification clause 304. |
| 76 | WATER PIPELINES |
| 77 | Dismantling of CI water pipe line upto 600 mm dia including disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately under supervision of the concerned department but excluding earth excavation and dismantling of masonry works as per MoRT&H Technical Specification Clause 202. |
| 78 | Providing,supplying,Lowering, laying and jointing D. I. K-7 grade pipes including specials of class K-12 for following nominal bore diameter with internal cement mortar lining including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. and in proper position, grade and alignment as directed by Engineer-in-charge including hydraulic testing etc. and in proper position, grade and alignment as directed by Engineer-in-charge including hydraulic testing etc.complete. (IS - 8329 / 2000 and upto dated amendments) |
| 79 | 100mm dia Ductile Iron Class K-7 pipes |
| 80 | 150mm dia Ductile Iron Class K-7 pipes |
| 81 | 200mm dia Ductile Iron Class K-7 pipes |
| 82 | 250mm dia Ductile Iron Class K-7 pipes |
| 83 | 300mm dia Ductile Iron Class K-7 pipes |
| 84 | 400mm dia Ductile Iron Class K-7 pipes |
| 85 | H.D.P.E Pipes:Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, in all respect etc. complete. |
| 86 | 90mm dia HDPE pipes |
| 87 | 110mm dia HDPE pipes |
| 88 | 160mm dia HDPE pipes |
| 89 | Scour ValveProviding, supplying, Lowering, laying and jointing ISI mark Scour Valve with C.I. wheel of approved quality (screwed end) of following class and diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. and including nut bolts and giving satisfactory hydraulic testing, etc. |
| 90 | Diameter 100 mm |
| 91 | Sluice Valve (PN-1)Providing, supplying, Lowering, laying and jointing ISI mark C.I. sluice valves of following class and diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. and including nut bolts and giving satisfactory hydraulic testing, etc. (with cap) including with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) and as per section 18 of CPWD specification release 2019. Class II |
| 92 | Diameter 100mm |
| 93 | Diameter 150mm |
| 94 | Diameter 200mm |
| 95 | Diameter 250mm |
| 96 | JUNCTION IMPROVEMENT |
| 97 | ISLAND AND JUNCTION IMPROVEMENT |
| 98 | Prime CoatProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per MoRT&H Technical Specification Clause 502. |
| 99 | Tack CoatProviding and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with Hydraulic broom as per MoRT&H Technical Specification Clause 503. |
| 100 | Dense Graded Bituminous MacadamProviding and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 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 MoRT&H specification clause No. 505 complete in all respects.B. Grading II i. With Viscosity Graded Bitumen of VG-30. |
| 101 | Bituminous ConcreteProviding and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 Percent 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 asper MORTH specification clause No. 507 complete in all respects.B. Grading II (For layer thickness 30 - 40 mm)i. With Viscosity Graded Bitumen of VG-30. |
| 102 | ROAD MEDIAN |
| 103 | Cast in Situ Cement Concrete M20 Kerb using concrete mixerConstruction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per drawings & MoRT&H technical specifications Clauses 409. |
| 104 | Construction of Median and Island with Soil Taken from Roadway Cutting Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures with all leads and lifts, spread, graded and compacted with plate compactor as per MoRT&H Technical Specification Clause 407. |
| 105 | Painting Two Coats on New Concrete SurfacesProviding and painting two coats with synthetic enamel paint in all shades on new plastered concrete surfaces as per MoRT&H Technical Specification Clause 803. |
| 106 | ROAD MARKINGS |
| 107 | Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface Providing and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads@ 250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per MoRT&H Technical Specification Clause 803. |
| 108 | Over 10 cm in width a) Road Edge Marking - Median edge and Kerb edge b) Cycle Track |
| 109 | Upto 10 cm in width a) Centreline marking b) Marking at Junctions - stop lines, pedestrian crossing, islands |
| 110 | Printing New Letter and Figures of any ShadePrinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and MoRD Technical Specification Clause 1701.(i) Hindi (Matras commas and the like not to be measured and paid for. Half letters shall be counted as half only) |
| 111 | (ii) English and RomanHyphens, commas and the like not to be measured and paid for. Detail for 100 letters of 160 mm height, i.e., 1.6 m |
| 112 | Retro-Reflectorised Traffic SignsProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification 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 M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRT&H Technical Specification Clause 801. |
| 113 | i. 600 mm equilateral triangle - Junction ahead/Junction type/Pedestrian crossing/Parking provision |
| 114 | ii. 600 mm circular - No parking/No stopping/Speed limit/Pedestrian lane/No overtaking |
| 115 | Direction and Place Identification Signs with size more than 0.9 sqm size BoardProviding and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with areaexceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRT&H Technical Specification Clause 801. |
| 116 | Delineator Providing and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings and as per MoRT&H Technical Specification Clause 806. |
| 117 | Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification as per approved drawings and MoRT&H Technical Specification Clause 2703.2 & 1900. |
| 118 | ISLAND & MEDIAN |
| 119 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed all as per the drawing, specifications and direction of the Engineer-in-ChargeFor Island |
| 120 | BackfillingFilling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Backfilling in side of RCC trenches /Drains after construction and curingFor Island |
| 121 | Sand layerSand Filling in foundation trenches as per drawing & MoRT&H technical specification clause 304. |
| 122 | PCCProviding and laying in position cement concrete of specified grade excuding the cost of centering and shuttering. All work upto plinth level.Below foundation1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate40 mm nominal size)For Island |
| 123 | RCCPlain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)vi) RCC M 25 Gradea. upto 5 m heightCase - II : With Batching Plant, Transit Mixer and Concrete PumpFor Island |
| 124 | ReinforcementSupplying, fitting & placing Thermo-Mechanically treated bar / cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.For Island |
| 125 | Paver TilesProviding and fixing precast cement concrete tiles of size 300 x 300 mm and 25 mm thick, laid in footpath & courtyard, on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete as per direction of the Engineer-in-charge. |
| 126 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 fine sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. |
| 127 | VISUAL IMPROVEMENT & LANDSCAPE |
| 128 | SOIL BED PREPARATION |
| 129 | Excavation for bed: Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) |
| 130 | Soil for Shrubs/Hedges: Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 131 | PLANTER BED PREPARATION FOR PLANTING |
| 132 | Manure Supply: Supplying and stacking at site dump manure from approved source, including carriage upto 5 k.m. lead complete (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of I.S. designation 4.75 mm |
| 133 | Sludge ,Manure spreading: Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). |
| 134 | Plantation: Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water)Shrubs Plant |
| 135 | SHRUBS VARIETIES LIST FOR PLANTATION |
| 136 | Shrubs Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the Engineer-in-charge. |
| 137 | Providing and stacking of Hamelia patens of height 30-45 cm. with 3-4 branches in poly bags of size 20 cm as per direction of theEngineer-in-charge. |
| 138 | Providing and stacking of Murraya exotica /paniculata of height 45-60 cm. in poly bags of size 15 cm as per direction of the Engineer-in-charge. |
| 139 | Providing and stacking of Ixora chinensis of height 45-60 cm. in poly bags of size 15 cm as per direction of the Engineer-in-charge. |
| 140 | Providing and Displaying Acalypha red well developed with fresh & healthy 30 to 45 cm ht. in 20 cm size Earthen Pot/ Plastic Pot as per direction of the Engineer-in-charge. |
| 141 | ELECTRICAL WORKS |
| 142 | DGPS SURVEY WORK:DGPS Survey, Submission of construction drawing of the Existing Electrical System and obtain NOC from various stakeholders :Detailed Survey of route alignment with covering of existing Distribution Sub-Station along with overhead Transmission/sub-transmission & distribution line , submission of route alignment, profile, final survey and DGPS survey with profile in details indicating road crossing, Electric poles, transformers and other equipment\"s as per specification. |
| 143 | Dismantling Cost for Existing Overhead Line |
| 144 | Dismantling of 7 mtrs, 8 mtrs & 9 mtrs length of Steel tubular pole at any kind of soil, including excavation of earth, refilling the pit with soil upto the ground level, ramming and making complete in all respect |
| 145 | Dismantling of 9 mtrs length of PCC pole at any kind of soil, including excavation of earth, refilling the pit with soil upto the ground level, ramming and making complete in all respect |
| 146 | Dismantling of 10 mtrs, 11 mtrs & 12 mtrs length of Steel tubular pole at any kind of soil, including excavation of earth, refilling the pit with soil upto the ground level, ramming and making complete in all respect |
| 147 | Dismantling of MS Channel Cross arm and clamps of various sizes |
| 148 | Dismantling of MS Angle Cross arm and clamps of various sizes |
| 149 | Dismantling of 1KM (Single Conductor) ACSR conductor including coiling etc. complete as required |
| 150 | Dismantling of Shackle Insulator |
| 151 | Dismantling & refixing of Street light connection |
| 152 | Temporary Installation of New Overhead 11KV / LT Distribution line Cost (including DP structure) |
| 153 | Supply of 9 m full galvanised pole and Erection of 7 mtrs, 8mtrs & 9 mtrs length of Steel Tubular pole at any kind of soil upto a depth of 1/6 th of pole height, including excavation of earth, refilling the pit with soil upto the ground level, ramming and making complete in all respect |
| 154 | Erection of 7 mtrs, 8mtrs & 9 mtrs length of Steel Tubular pole at any kind of soil upto a depth of 1/6 th of pole height, including excavation of earth, refilling the pit with soil upto the ground level, ramming and making complete in all respect |
| 155 | Supply of ACSR Dog (100 sq.mm.) Conductor |
| 156 | Laying and stringing of 1KM (Single conductor ACSR 6/7/4.72/1.57 mm dia single \"DOG\" including hoisting and binding etc. complete as required in KM |
| 157 | Erection of \"V\" cross arm 100x50x50x6 mm MS channel (excluding the cost of Back Clamp and nuts and Bolts) |
| 158 | Erection of MS channel cross -arm, 0.6 to 2.8 mtr long 100 x 50 x 50 x 6mm (excluding the cost of back clamp, nut and bolts) |
| 159 | Supply of MS Channel 100x50x6mm |
| 160 | Supply of MS Nuts and Bolts i/c washer of assorted size IS mark machine made. |
| 161 | Supply of fabricated clamps of assorted size of MS Flat (50x6mm) with double coat red oxide primer coating |
| 162 | Erection of 11KV Pin insulator alongwitgh Pin |
| 163 | Supply of 11KV 320mm CD Polymer Composite Pin Insulator |
| 164 | Erection of 11KV protective guarding by GI wire 8SWG as per technical specification, across road/ river/ telecom line etc. in horozontal formation complete. |
| 165 | Supply of MS Angle 65 x 65 x 6 mm (in Kg for Gaurding) |
| 166 | Supply of GI wire 4mm (8SWG) |
| 167 | Supply of GI Stay Set HT 20 sq.mm. |
| 168 | Supply of 11KV Stay/Guy insulator (Porcelin) |
| 169 | GI Stay wire 7/2.5 mm |
| 170 | Supply of GI Stay Set LT 16 sq.mm. |
| 171 | Supply of LT Stay/Guy insulator (Porcelin) |
| 172 | Erection of Stay direct in earth complete with 19mm x 1800mm long stay rod anchor plate of size 300 x 300 x 8 mm, thimble, turn buckle, 7/3.15 mm dia GI stranded stay wire and strain insulator with supply of MS Clamp, nuts and bolts etc. as required and making complete all respect |
| 173 | Supply, installation, testing & commissioning of clamp of assorted size of MS flat ( 50 x 6 mm) with double coatof red oxide, 2.5 mtr long 40mm dia GI pipe Make TATA/ Jindal, 60 KG salt & 55 KG Charcoal inclusive of nuts bolts and washers and other related works as reqd. |
| 174 | Laying of 8SWG GI wire at 300mm below the ground level for earthing of Sub station equipments from the earth electrode |
| 175 | Estimate for Dismantling of the Relocated/ shifted Overhead System |
| 176 | Dismantling of 7 mtrs, 8 mtrs & 9 mtrs length of Steel tubular pole at any kind of soil, including excavation of earth, refilling the pit with soil upto the ground level, ramming and making complete in all respect |
| 177 | Dismantling of 9 mtrs length of PCC pole at any kind of soil, including excavation of earth, refilling the pit with soil upto the ground level, ramming and making complete in all respect |
| 178 | Dismantling of 10 mtrs, 11 mtrs & 12 mtrs length of Steel tubular pole at any kind of soil, including excavation of earth, refilling the pit with soil upto the ground level, ramming and making complete in all respect |
| 179 | Dismantling of MS Channel Cross arm and clamps of various sizes |
| 180 | Dismantling of MS Angle Cross arm and clamps of various sizes |
| 181 | Dismantling of 1KM (Single Conductor) ACSR conductor including coiling etc. complete as required |
| 182 | Dismantling of Shackle Insulator |
| 183 | Estimate for Supply & Erection of UG System |
| 184 | Supply of LT grade Armoured cable, 4Cx240 sq.mm and Laying of One no PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in existing RCC/HUME/METAL pipe as required Above 120 sq.mm. upto 400 sq.mm including supply and laying of 110mm outer dia wall thickness : Minimum 6.5mm, maxmimum 7.3mm HDPE PE100 grade |
| 185 | LV CABLES _ End Termination : Supply and Erection of LT cable kit for XLPE 4Cx240 Sqmm Indoor / Outdoor type |
| 186 | TYPE C FEEDER PILLARLV Distribution Box(Feeder Pillar): Supply, Erection, Testing, Commossioning of L.T Distribution Box (Feeder Pillar) for the providing service connection with the switchgears and otehr necessary accessories and Inbuilt padlocking facility, etc. required to complete the job as per specification and detailed technical parameters. The Feeder boxes shall be 2 nos 400 Amps MCCB for incoming and 2 nos 250 A MCCB, 12 nos. 2Pole, 32 Amps MCB, 4 nos. 4Pole 63 Amps MCB for outgoing, Phase indication Lamp (R/Y/B). The enclosure shall be made. of smooth finished cold rolled sheet steel of thickness not less than 3.15 mm |
| 187 | Service Cable connection |
| 188 | a)SITC of Undergrounding Service Cable including excavation, refilling for each 1-Phase consumers with 2 core 10 sqmm Al cable in 63 mm dia HDPE pipe |
| 189 | b)SITC of Undergrounding Service Cable including excavation, refilling for each 3-Phase consumers with 4 core 50 sqmm Al cable in 63 mm dia HDPE pipe |
| 190 | LV Distribution Box : Supply, Erection, Testing, Commossioning of L.T Distribution Box for the existing DT`s with the following switchgears and other necessary accessories and inbuilt padlocking facility, etc. required to complete the job as per specification and detailed technical parameters. |
| 191 | 315kVA DTRINCOMING :630A, 4P, 36KA MCCB with T/M release with following accessories:Multifunction Digital Meter with LCD display Ampere, Voltage Combined CTs, Control Fuses & Phase LED Lights.BUSBARS:4 Pole, Alum. With heat shrinkable sleeves in following capacities:.800A, 400V, 50Hz. 36KA, 4 Strips, Aluminium with heat shrinkable sleeves.OUTGOINGS:160A, 4Pole MCCB-25KA with T/M protection - 5 Sets |
| 192 | 500kVA DTRINCOMING :800A, 4P, 36KA ACB with T/M release with following accessories:Multifunction Digital Meter with LCD display Ampere, Voltage Combined CTs, Control Fuses & Phase LED Lights.BUSBARS:4 Pole, Alum. With heat shrinkable sleeves in following capacities:.1000A, 400V, 50Hz. 36KA, 4 Strips, Aluminium with heat shrinkable sleeves.OUTGOINGS:160A, 4Pole MCCB-25KA with T/M protection - 6 Sets |
| 193 | STREET LIGHTING |
| 194 | Street Light System |
| 195 | Octagonal Street Light Pole |
| 196 | Supply, installation, testing and commissioning of following type of Octagonal Street Light Pole. The pole shaft shall have octagonal cross section and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding of the pole shaft. The welding of the pole shaft shall be done by Submerged Welding process. All octagonal pole shafts shall be provided with the rigid flange plate of suitable thickness with provision for fixing 4 foundation bolts. The base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal poles shall be bolted on a pre- cast foundation with a set of four foundation bolts for greater rigidity.Octagonal poles shall withstand the maximum wind speed of 180 km/hr. Maximum deflection of the poles considering top loading ie area and weight of fuxture shall meet the requirement of BS:5649 Part VI 1982. The materials of the pole as follows : Conforming to grade S355JO Base Plate:- Fe 410 Conforming to IS 226/ IS 2062, Foundation Bolts:- 6.8 Gr. As per IS 1367. The poles shall be hot dip galvanized as per IS 2629 / IS 2633 / IS 4759 standards with average coating thickness of 65 micron. The galvanizing shall be done in single dipping. Door opening :- The Octagonal poles shall have door of approximate 500 mm length at the elevation of 500 mm from the base plate. The door shall be vandal resistance and shall be weather proof to ensure safety of inside connection as approved by the Depts.. The door shall be flush with the exterior surface and shall have suitable locking arrangement. The pole shall be adequately strengthened at the location of the door compensate for the loss in section. There shall also be suitable arrangement for the purpose of earthing, Smart pack Junction box with 6 MCB & Terminals for mounting inside base compartment of Pole. |
| 197 | 7m pole with inbuilt Junction box: Top Dia. 70mm Bottom Dia. 130mm , Sheet Thickness 3mm , Base Plate dimensions :- (L x B x 220 x 220 x 12, Foundation Bolt , Bolt Size :- (no. x dia.) 4 x 20 Dia, Pitch Circle Dia. (PC 205 Bolt Length 750, Projected Bolt Length 100mm, Anchor plate thickness:- 4 mm , Pole Foundation :- The octagonal poles shall be bolted on a pre- cast foundation with a set of four foundation bolts for greater rigidity. Foundation:- The foundation shall be done with ( Earth work:- 5 cubic Meters. RCC :- 1:1.5 : 3 proportion 0.65 cubic metres. Steel :- 22 Kg. Shuttering :- 4.3 square metres. |
| 198 | 9m pole with inbuilt Junction box:Size of pole : Diameter : Dia 130 mm, Sheet thickness: 3 mm;Junction box: 6 MCB & Terminals for mounting inside base compartment of Pole. Base Plate Dimensions :- (L x B x 260 x 260 x 16, Foundation Bolt Size :- (no. x dia.) 4 x 24 Dia, Pitch Circle Dia.:- (PC 250 Bolt Length:- 750, Projected Bolt Length :-125 Anchor plate thickness :- 4 mm , Pole Foundation:- The foundation shall be done with ( Earth work 6.0 cubic Meters. RCC 1:1.5 : 3 proportion 0.65 cubic metres. Steel:- 23 Kg. Shuttering:- 4.6 square metres. |
| 199 | Single arm bracket 1500mm long for 3m to 10 metre. Poles |
| 200 | Supply, Installation Testing & Commissioning of 90 watt LED street light fixture with integral driver and secondary lens (IP 66) |
| 201 | Supply, Installation Testing & Commissioning of 90 watt LED street light fixture with integral driver and secondary lens (IP 66) |
| 202 | Supply, installation, testing and commissioning of 1100 Voltage grade,4C x 16sq mm A2XFY stranded Aluminium, XLPE insulated, inner and outer extruded PVC sheathed, galvanized Flat ARMORED cables laid in hume pipes/ trenches, Miscellaneous items such as clamp, cleat cable tags etc.are included in the scope. Removal of empty drums & making site normal as instructed by Client is included in the scope. |
| 203 | Supply, installation, testing and commissioning of Cable end terminations for 1100 Voltage grade, stranded Aluminium, XLPE insulated, inner and outer extruded PVC sheathed,galvanized steel round wire/ flat strip ARMORED power cables including stripping of cable insulation, supply and fixing of Aluminium lugs for aluminium cables for all phases and crimping the same to the conductor, supply and fixing of Double compression weather proof cable glands for 4C x 16sq mm. |
| 204 | Supply, installation, testing and commissioning of 3C X 2.5Sqmm flexible Copper conductor, XLPE Insulated, cores laid up, PVC tape inner sheathed, Unarmoured, extruded PVC Type ST2 Sheathed, 650/1100 V grade as per IS 7098 (Part 1) 1988 |
| 205 | Supply, installation, testing and commissioning of Termination of 3C X 2.5Sqmm flexible Copper conductor, XLPE Insulated, cores laid up, PVC tape inner sheathed, Unarmoured, extruded PVC Type ST2 Sheathed, 650/1100 V grade as per IS 7098 (Part 1) 1988 |
| 206 | Preparion of cable trench by manual means / HDD method - Boring & supply & laying of 110 mm dia HDPE pipe direct into the earth of 2500mm depth below the ground surface without efficting the existing road by drilling / digging horizontally / diagonally direction for road crossing / water supply line / Telecommuniaction line / GAs Pipe line etc. including excavation earth for entry pit |
| 207 | EARTHING |
| 208 | Supply of 2.5 mtr long 40mm dia GI pipe (make -TATA/ Jindal) |
| 209 | Supply of 60Kg salt and 55Kg charcoal (for one pit) |
| 210 | GI Strip 25x3mm |
| 211 | ELECTRICAL POLE, FEEDER PILLAR & R.C.C PIT |
| 212 | Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.I. Ordinary soilB. By Manual Means (i.Upto 3 m depth) (Note:- Cost includes shoring & dewatering)For Pit |
| 213 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed all as per the drawing, specifications and direction of the Engineer-in-ChargeFoundations for pole & feeder pillar |
| 214 | Back-filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Backfilling in side of RCC trenches /Drains after construction and curingFor Pole, Feeder pillar, Rcc Pit |
| 215 | Sand Filling in foundation trenches as per drawing & MoRT&H technical specification clause 304. |
| 216 | PCCProviding and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth level.Below foundation 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate40 mm nominal size)For Pole, Feeder pillar, Rcc Pit |
| 217 | RCC Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)vi) RCC M 25 Gradea. upto 5 m heightCase - II : With Batching Plant, Transit Mixer and Concrete PumpFor Pole, Feeder pillar, Rcc Pit |
| 218 | Reinforcement - Supplying, fitting & placing Thermo-Mechanically treated bar / cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.For Pole, Feeder pillar, Rcc Pit. |
| 219 | Haulage excluding Loading & Unloading surfaced Road. Excavated Soil For Pit. |
| 220 | Providing structural steel work in single section fixed with or without connecting plate including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.For Pole, Feeder pillar Please Enable Macros to View BoQ information |
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