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| 1 | Name of Work: Jhansi Gwalior over bridge se railway under bridge tak, over bridge se unnao balaji marg tak, over bridge se aashram tak, convension center ke pahoonch marg tak sadak ka chaudikaran and convension center ki sadkon ka nirman karya.Note :-(1)-GST Excluded on the aforesaid work. |
| 2 | ROAD WORK- PART-AScarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means2019 MOR&TH Ref/SOR Jhansi 2022 No.305.4.3Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). |
| 3 | Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately.12.42 DSR E&M |
| 4 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre leadas per direction of Engineer-in-Charge. DSR-(16.83) 2023 |
| 5 | Earth work in cutting or in Filling in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 metre (20\") in depth and earthwork in embankment to be in 20 cm(8\") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5fts) lifts and 30 m. (100\") lead. The earth from cutting to be used in making filling or to be deposited as spoil banks within 30 metres (100 fts) distance as directed by Engineer-in- charge. S.O.R (2022) 253 + 231 (a) 5th KM |
| 6 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 2)Construction of granular sub-base by providing coarse 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 clause 401. |
| 7 | Wet Mix Macadam Providing, 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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.406 |
| 8 | Prime Coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.502 |
| 9 | Tack Coat - IProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.503 (i) On Granualar surface treated with primer @ 0.20kg/sqm |
| 10 | Providing and applying tack coat-II using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. 503 (ii) On bituminous surface @ 0.25kg/sqm |
| 11 | Dense Graded Bituminous Macadam 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 centby 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. 507 complete in all respects.505 (A) |
| 12 | Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof 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. 509 complete in all respects 507 (B) |
| 13 | Road Marking with Hot Applled Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick Including reflectorising glass beads 250 gms per som area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC-35-2015 The finished surface to be level, uniform and free from streaks and holesMoRTH - 803 (8.13) |
| 14 | Reflective Ralsed Pavement Markers (Cat Eye/ Road Stud) Supply and luơng of raised pavement marker with Made of Plastic body of RPIW Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acrylonitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTIA D4280, The Reflective panels shall consist of number of lenses contatning single or dual prismolic cubes capable of providing total Intermal reflection of the light entring the lens lace, Lonses shall be mouled of methyl methecrylale conforming 10 ASTIA 0788 of equivalent The slop or retro-reflacting surface shall preferably be 35+/-5 degree to base and the area of each retro reflecting surface shall not be less than 13.00 sq.cin. the marker height shat not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture, epoxy vistallations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shal be immediately removed. The contractor shall submit a two year warranty for sallsfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer, In additiona two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all malenals, labour. TSP, vansportation, instalation and incidenials all complete as per diruction of the Engineer-in-Charge MoRTH - 804 (8.35)- SuggestiveRPM( With Shank) |
| 15 | Providing and Laying of 80mm interlocking concrete block pavement laid in stone dust base and fill joint with fine sand. Joint filled after labling and dressing base including supply of all material, labour, T&P etc required for proper completion of the work. 11/SOR (2022) New Item no. 3 (Page No. 61) |
| 16 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). DSR (2023) 16.69 |
| 17 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete. DSR (2023) 13.52On concrete work 13.52.2 |
| 18 | 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).15/DSR Hortculture& Landscaping 2.2 |
| 19 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : 2.4.3 Screened through sieve of I.S. designation 4.75 mm16/DSR Hortculture& Landscaping 2.4.1 |
| 20 | Cement concrete with 4 cm (1.5\") gauge approved stone ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T & P etc. required for proper completion of the workSOR-2022 (279) |
| 21 | R.C.C work with cement approved coarse sand and 2 cm. (3/4\") gauge approved stone ballast in the proportion of 1:1.5:3 in R.C.C.at foundation and footing with 4cm. excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.Ibinding wire and including necessary centering and shuttering etc and also including supply of all materials, labour & T&Petc required for proper completion of the work. Binding wire cost being including in the item . NEW JERSEY BARRIER S.O.R.-(2022) 287(1) |
| 22 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & overlapping & hooks.S.O.R.- (2022) 504 |
| 23 | PART B- PIPE CULVERTExcavation in foundation in ordinary soil(loam clay or sand) requiring the use of spacial T&P such as pick axas, sabbals etc. including lift upto 1.5 meter (5 fts.) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the tranches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m (100 fts) from the foundation trenches. SOR-(2022) 252As in item no (251) above but excavation in soil mixed with moorum/shingle/kankar requiring the use of special T&P such as pickaxes. sabbals etcSOR-(2022) 252 |
| 24 | Cement concrete with 4 cm gauge approved stone ballast, approved course sand and cement in the proportion of 8:4:1 including supply of all materials labour and T&P etc. required for proper completion of the work. but with 2cm gauge approved stone balast .SOR. NO . 281 (2022) |
| 25 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (1200 MM Dia. RCC. Pipe)DSR 19.36 (19.36.5) (2023) |
| 26 | R.C.C work with cement approved coarse sand and 2 cm. (3/4\") gauge approved stone ballast in the proportion of 1:1.5:3 in R.C.C. at Foundation & Footing excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour& T&P etc. required for proper completion of the work. Binding wire cost being included in the item. SOR. NO. 287 (1)(2022) |
| 27 | Mild steel or iron work in plain work such as reinforced concrete/brick work wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks, and authorized over lapping shall be measured. SOR. NO. 504 (2022) |
| 28 | INTERNAL ROAD WORK- PART-B Earth work in cutting or in filling in ordinary soil, excavation tto be in the form of regular pits not exceeding 1/2 meter (20\") in depth and earthwork in embankment to be in 20 cm (8\") layers, including ramming & dressing the surface to required levels and slops and also including 1.50 meter(5fts) lifts and 30 m. (100 fts) lead. the earth from cutting to be used in making filling or to be deposited as spoil banks withinn 30 metrs (100 fts) distance as directed by ingineer-in-charge.(Rate including royalty) Cartage 5.00 KmSI No.253 |
| 29 | Construction of granular sub-base by providing course graded material spreading in uniform layers with moter grader on prepared surface mixing by mix in place method with rotovator at omc and compacting with vibratory roller to achieve the desired density complete as per clause 401.MORT&HAnalysed Rate 401(b) |
| 30 | Providing and Laying spreading and compaction graded stone aggregate wet mix macadom specification including premixing the material with water at OMC in machanical mix plant carriege of mixed material by tipper to site , laying in uniform layers with paver finisher in Sub-base /base course on well prepared surface and compaction with vibatory rollers to achiev the desired densityMORT&HAnalysed Rate 406(b) |
| 31 | providing and appling Primer Caot with bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of raod surface any spraying primer at the rate 0.60 kg/Sqm using mechanical means. As per M.O.R.T.&H. specification clause 5.1 SI No -502.MORT&H Analysed Rate 502(A)i |
| 32 | providing and applying Tack Caot with bitumen VG-30 using Bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechincal broom.MORT&H Analysed Rate 5.02/503(ii) |
| 33 | providing and applying Tack Caot with bitumen VG-30 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared granular surface cleaned with mechincal broom.7/MORT&H Analysed Rate 5.02/503(i) |
| 34 | providing and laying Dense Graded Bitumenous Macadam grade-I (D.B.M. with 60-90 TPH batch type hot mix plant conducing an average output of 75 tones per hour using aggregate of specified grading premix with bitumenous under VG-30 @ 4% by wieght of total mix and filler, transporting thehot mix to work site, laying with a hydrostatic pave 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 M.O.R.T.& H. Specifications clause 507 complete in all respects.MORT&H Analysed Rate 5.04/505 (B) |
| 35 | Providing and laying Bitumenous concretewith 100.120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregate of spacified grading premixed with bitumenous binder 5.40percent by weight of total mix and filler transporting the hot mixto work site laying with hydrostatics paver finisher with senser control to the required grade level and aligment rolling with smooth wheeled vibratory and tendem rollers to achiev the desired compaction as per MORTH spacification clauseno.508 SI no.509 complete in all respects.MORT&H Analysed Rate 5.05/507 (B) |
| 36 | Road marking with Hot Applied thermoplastic compound with Reflectorising Glass Beads on Bituminous surface 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 2015,The finished surface to be level, uniform and free from streaks and holes.MORT&H Analysed Rate 803/8.13 |
| 37 | Reflective Ralsed Pavement Markers (Cat Eye/ Road Stud) Supply and luơng of raised pavement marker with Made of Plastic body of RPIW Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acrylonitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTIA D4280, The Reflective panels shall consist of number of lenses contatning single or dual prismolic cubes capable of providing total Intermal reflection of the light entring the lens lace, Lonses shall be mouled of methyl methecrylale conforming 10 ASTIA 0788 of equivalent The slop or retro-reflacting surface shall preferably be 35+/-5 degree to base and the area of each retro reflecting surface shall not be less than 13.00 sq.cin. the marker height shat not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture, epoxy vistallations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shal be immediately removed. The contractor shall submit a two year warranty for sallsfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer, In additiona two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all malenals, labour. TSP, vansportation, instalation and incidenials all complete as per diruction of the Engineer-in-ChargeMORT&H Analysed Rate 804/8.35RPM (With Sank) |
| 38 | Providing and laying of 80mm Interlocking concrete block pavement laid in stone dust base and fill joint with fine sand. Joint filled after labling and dressing base including supply of all material, labour, T&P etc required for proper completion of the work.SOR (2022) New Item No. 3 (Page No. 61) |
| 39 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with ement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).DSR 2023 16.69 |
| 40 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete. DSR (2023) 13.5213.52.2On concrete work |
| 41 | Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc.complete and as per direction of Engineer-in-charge. DSR 2023 16.63 |
| 42 | 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).DSR Hortculture& Landscaping 2.2 |
| 43 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : 2.4.3 Screened through sieve of I.S. designation 4.75 mm DSR Hortculture& Landscaping 2.4.1 |
| 44 | Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. DSR Hortculture& Landscaping 2.33 |
| 45 | Cement concrete with 4 cm (1.5\") gauge approved stone ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T & P etc. required for proper completion of the workSOR-2022 (279) |
| 46 | HORTICULTURE WORKDigging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) 2.14DSR Horti. & Landscaping (2020) 2.14.3 Holes 60 cm dia, and 60 cm deep (Median) |
| 47 | 2.14.3 Holes 60 cm dia, and 60 cm deep (Avenue Plantation) |
| 48 | Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.9.4DSR Horti. & Landscaping (2020) |
| 49 | Providing and stacking of Bassia latifolia (Mahua) of height 90-105 cm. in big polybag of size 25 cm as per direction of the officer-in-charge.7.6DSR Horti. & Landscaping (2020) |
| 50 | Providing and stacking of Bauhinia blakeana (Kachnar) of height 120-150 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.7.7 DSR Horti. & Landscaping (2020) |
| 51 | Providing and stacking of Callistemon lanceolatus of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.7.14 DSR Horti. & Landscaping (2020) |
| 52 | Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.7.16 DSR Horti. & Landscaping (2020) |
| 53 | Providing and stacking of Dalbergia sissoo (Seasam) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.7.23DSR Horti. & Landscaping (2020) |
| 54 | Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.7.24DSR Horti. & Landscaping (2020) |
| 55 | Providing and stacking of Ficus bengalensis (Bargad) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.7.28 DSR Horti. & Landscaping (2020) |
| 56 | Providing and stacking of Ficus bengalensis krishna of height 75-90 cm., multibranched in earthen pots of size 30 cm as per direction of the officer-in-charge 7.30DSR Horti. & Landscaping (2020) |
| 57 | Providing and stacking of Ficus religiosa (Peepal) of height 150-165 cm. in big poly bags of size 30 cm as per direction of the officer-in-charge.7.36 DSR Horti. & Landscaping (2020) |
| 58 | Providing and stacking of Mangifera indica (Mango-grafted ) of height 60-75 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.7.53DSR Horti. & Landscaping (2020) |
| 59 | Providing and fixing M. S. tree guard 45 cm square in plan, height 1.20 metre above ground level and 0.40 metre below ground level. The vertical members shall consist of four nos. angle iron of size 25x25x3 mm, 1.6 m long, one at each corner and 8 nos flat iron of size 25x3 mm, 1.2 m long. The vertical mambers shall be welded to 4 nos. 25x6 mm M. S. flats placed horizontally around the vertical member of the cage. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD/ PWD/ any other approved name. The tree guard shall be fixed to the ground by making suitable holes and by embedding four corners leg in the ground, including refilling the earth, compaction etc. complete. The tree guard shall be painted with two or more coats of synthetic enamel paint of approved brand and manufacture over a coat of primer, complete in all respect.2.26DSR Horti. & Landscaping (2020) |
| 60 | Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thik) having 3mm thikness with double arm bracket (1 Mtr length) in 1:2:4 RCC foundationincluding the cost of foundation,foundation bolts, excavation & back filling and Required T&P completee in all respect. 21.2.1 SOR 2024 |
| 61 | Supply and fixing ofLED Street light Fitting with mandatory driver set having die castaluminium body with toughend glass /UV stabilizer PC cover and Lenses suitablefor60wattto72Watt.ConfirmingtoIP66 and IK07 and aboveProtection having company LOGO Engraved Complete in all Respect .CAT-AAA 23.15 Sor 2024 |
| 62 | Supply and laying ofaluminium 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-lncharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 20a.1 sor 202420a.1.12 50 sq. mm 3-1/2 core |
| 63 | 16 sq. mm 2 core |
| 64 | Supplyandfixingofbrassnickleplatedcompression glandforPVCinsulated&armouredservedsheathed, undergroundcable including rubber ring etc.complete in all respect. The armouring of the cable shall be properly connectedwiththeearthasperdirectionofEngineer-Incharge.503 SOR 201850 sq. mm 3-1/2 core |
| 65 | Supply andfixingofplainorpintypecoppertinplated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. d16 sq mm |
| 66 | g50 sqmm |
| 67 | Supplying and laying of63 mm Dia (OD-63mm & ID-51 mm Nominal )foIlowing size DWC HDPE pipe ISI marked along with all accesUP PWD SORies like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required.14.16.1DSR 2022 |
| 68 | Supply & Erracetion of factory fabricated & wlred metal clad dust and vermin proof floor mountlng , M.S. Channel Base wlth bottom and top cable entreis Electrical control panel wlth TPN MCCB’s (Four Pole 36 KA with thermal magnatlcrelease)Switches Complete and Instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital meteringsystem for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KWetc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving andmounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCB\"s shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only. 20.1.1 SOR 2024Incoming 100 Amp. MCCB-1 NoOutgoing 63 Amp. MCCB-2 Nos |
| 69 | Supply and burring of Safe Earthing Electrode T-39 (Hot-Dip Galvanized), Length up to 3000mm, outer pipe 76mm inner Dia 38mm terminal Dia 12 mm ,outer GI pipe of 16 SWG and inner GI pipe of 12 SWG with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti-corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonary housing. (From electrode terminal to switch board, cost of 25 X 3 GI. Strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. 725 (d)SOR 2018 |
| 70 | Supply and fixing of 25mm x 5mm G.I. strip on surface or in recess for connection etc. as required. 5.15 DSR 2022 |
| 71 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 1.14 DSR 20221.14.2 2 X2.5 sq. mm + 1X2.5 sq. mm earth wire |
| 72 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.10DSR20222.10.3Double Pole |
| 73 | Supply & fixing of 6 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thik) having 3mm thikness with double arm bracket (1 Mtr length) in 1:2:4 RCC foundationincluding the cost of foundation,foundation bolts, excavation & back filling and Required T&P complete in all respect. 21.2.7 SOR 2024 |
| 74 | Supply and fixing ofLED Street light Fitting with mandatory driver set having die castaluminium body with toughend glass /UV stabilizer PC cover and Lenses suitablefor60wattto72Watt.ConfirmingtoIP66 and IK07 and aboveProtection having company LOGO Engraved Complete in all Respect .CAT-AAA 23.15 SOR 2024 |
| 75 | Supply and laying ofaluminium 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-lncharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 20a1 SOR 202420A.1.1250 sq. mm 3-1/2 core |
| 76 | 20a.1.316 sq. mm 2 core |
| 77 | Supplyandfixingofbrassnickleplatedcompression glandforPVCinsulated&armouredservedsheathed, undergroundcable including rubber ring etc.complete in all respect. The armouring of the cable shall be properly connectedwiththeearthasperdirectionofEngineer-Incharge.50 sq. mm 3-1/2 core |
| 78 | Supply andfixingofplainorpintypecoppertinplated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. 504SOR 2018d16 sq mm |
| 79 | g50 sq mm |
| 80 | Supplying and laying of63 mm Dia (OD-63mm & ID-51 mm Nominal )foIlowing size DWC HDPE pipe ISI marked along with all accesUP PWD SORies like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. |
| 81 | Supply & Erracetion of factory fabricated & wlred metal clad dust and vermin proof floor mountlng , M.S. Channel Base wlth bottom and top cable entreis Electrical control panel wlth TPN MCCB’s (Four Pole 36 KA with thermal magnatlcrelease)Switches Complete and Instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital meteringsystem for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KWetc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above istulated with heat shrink sleeving andmounted on non hygroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCB\"s shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type switch board shall be of cat A & B Only.20.1.1 SOR 2024Incoming 100 Amp. MCCB-1 NoOutgoing 63 Amp. MCCB-2 Nos |
| 82 | Supply and burring of Safe Earthing Electrode T-39 (Hot-Dip Galvanized), Length up to 3000mm, outer pipe 76mm inner Dia 38mm terminal Dia 12 mm ,outer GI pipe of 16 SWG and inner GI pipe of 12 SWG with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti-corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonary housing. (From electrode terminal to switch board, cost of 25 X 3 GI. Strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. 725(d)SOR 2018 |
| 83 | Supply and fixing of 25mm x 5mm G.I. strip on surface or in recess for connection etc. as required. 5.15 DSR2022 |
| 84 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 1.14 DSR 2022 1.14.22 X2.5 sq. mm + 1X2.5 sq. mm earth wire |
| 85 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \"C\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.10 DSR 20222.10.3 Double Pole |
