|
| 1 | Strengthening and widening of proposed 24.00 m wide road & electrification work from mainawati road near G.D. Goyenka towards mandhana-ganga barrage kanpur |
| 2 | Strengthening and widening work |
| 3 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. dsr no. 2.31 |
| 4 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. Dsr no. 15.59 |
| 5 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. DSR no. 2.25(a) |
| 6 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road rollerincluding making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.. |
| 7 | Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401. |
| 8 | 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 archive the desired density. Morth 406. analysed rate |
| 9 | Providing and applying priming coat with bitumen emulsion SS-1 on prepared surface of granular base including cleaning of road surface and spraying emulsion @ 0.75 KG per sqm. using mechanical means . MORTH 502. analysed rate |
| 10 | Providing and applying Tack coat with bitumen emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom MORTH 503. analysed rate |
| 11 | Providing and laying dense bituminous macadam with 100- 120 TPH hot mix plant producing on average output of 75 tonnes per hours using crushed aggregates of specified grading premixed with bituminous binder @ 3.4% of VG-30 transported to site laid over previously prepared surface with paver finisher to the required grade level and alignment and rolled as per class 501.6 & 501.7 to achieve the desired compaction complete in all respect. MORTH 504. analysed rate |
| 12 | Providing and laying bituminous concrete with 100 – 120 TPH type HMP producing on average output of 75 tonnes per hours using crushed aggregate of specified grading premix with bituminous binder @ 5% of CRMB - 55 and filler transporting the hot mix to work site laying with Hydrostatic pavers finisher with sensor control to the required grade level and alignment, roller with smooth wheeled ,vibratory and tendem rollers to achieved the desired compaction complete in all respect. MORTH 508 analysed rate |
| 13 | Providing and laying factory made chamfered edge cement concrete paver blocks in foot path, park & lawns drive way or light & traffic parking etc, of required strength, thickness & size/shape made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and patter, finishing and sweeping extra sand, all complete as per manufacturer's specificatoins & direction of E/I. |
| 14 | 80mm thick cement concrete paver block of m-30 grade with approved colour, design & pattern. DSR 16.91.2 |
| 15 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. analysed rate |
| 16 | Providing and fixing Glow studs of size100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro-prismaticlens with abrasion resistant coating as approved by Engineer in charge.The glow stud shall suppor taload of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be35(+/5) degres stobase.There flective panel son both sides with at least 12 cm of reflective are aupeach side.The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS:873 part4:1973.The studs shall be fixed to the Road surface. dsr no. 16.50 |
| 17 | drain work ,cable trench and median work |
| 18 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil. dsr 2.6.1 |
| 19 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) dsr no. 4.1.8 |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.. Dsr 4.3.1 |
| 21 | Providing and laying in position machine batched and machine mixed design mix M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying but including the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.(Note :- Cement content considered in this item is @ 330 kg/cum.Excess cement used as per design mix is not extra payable (All work upto Plinth Level) dsr no. 5.33.1.1 |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Dsr no. 5.22.6 |
| 23 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. dsr no. 10.25.2 |
| 24 | Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. 10 x 160 mm dsr no. 10.27.5 |
| 25 | divider painting and road furniture work |
| 26 | Providing and applying white cement based putty of average thickness of 1mm ,of approved brand and manufacture over the plasterd wall surface to prepare ecen and smooth including cost of materials , labour & T&P etc.complete dsr no. 13.80 |
| 27 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) dsr no. 13.46.1 |
| 28 | Supply and fixing of Linear Delinator System (LDS) panel made of Micro Prismatic Retro Reflective sheeting duly laminated unique corrugated shape to provide Retro Refection across wide rage of observations and external angles . Each LDS panel should be of nominal length of 33 inch and each ridge shall be aproximately 0.34 inch high . Each LDS panel is to be firmly fixed on existing MS railing through MS Sections welding as and when required. SOR rate |
| 29 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single 110 mm diameter socketed pipes. dsr no. 12.41.2 |
| 30 | HORTICULTURE WORK |
| 31 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). |
| 32 | Supplying and stacking of good earth at site including royalty and carriageupto 5 km lead complete (earth measured in stacks will be reduced by20% for payment). |
| 33 | 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) : |
| 34 | Rough dressing the trenched ground including breaking clods. |
| 35 | Uprooting weeds from the trenches area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. |
| 36 | Spreading of sludge, dump manure and/or good earth in required thicknessas per direction of officer-in-charge (cost of sludge, dump manure and/ orgood earth to be paid separately). |
| 37 | Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). |
| 38 | Providing and stacking of Ficus benjamina (green) of height 120-135 cm. with 6-8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-charge.[DS CH-7 CODE 7.26] |
| 39 | Providing and Displaying Furcaria Variegated hybrid well developed with fresh & healthy foliage 20 and above attractive leaves in 35 cm Cement Pot as per direction of the officer-in-charge[DSR CH-5 CODE 5.32] |
| 40 | Providing and stacking of Thuja compacta of height 45-60 cm., well branched in earthen pots of size 25 cm as per direction of the officer-in-charge.[DSR CH-8 CODE 8.75] |
| 41 | Providing and stacking of Nerium oleander (kaner) of height 45-60 cm. with 3-4 branches in poly bags of size 20 cm as per direction of the officer-in-charge.[DSR CH-8 CODE 8.49] |
| 42 | Providing and displaying of Areca Palm having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.[DSR CH-3 CODE 3.18] |
| 43 | Providing and stacking of Lagerstromia flosreginae of height 150-165 cm in poly bags of size 25 cm as per direction of the officer-in-charge.[DSR CH-7 CODE 7.5] |
| 44 | Providing and displaying of Phoenix palm having ht. 75 cm to 90 cm with 10 to 15 or more leaves, well developed, fresh and healthy in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.[DSR CH-3 CODE 3.74] |
| 45 | Providing and Displaying Foxtail palm well developed with fresh & healthy foliage of ht. 210 to 240 cm in big 40 cm Cement Pot as per direction of the officer-in-charge[DSR CH-5 CODE 5.3] |
| 46 | Providing and stacking of Alstonia scholaris of height 150-165 cm. in bag of size 25 cm as per direction of the officer-in-charge.[DSR CH-7 CODE 7.4] |
| 47 | Providing and Displaying Cycus revoluta in 35 cm challi, specimen , having 30 to 40 with fresh and healthy, leaves having 25cm to 30cm circumfrance of base stem well developed as per direction of the officer-in-charge.[DSR CH-5 CODE 5.14] |
| 48 | Electrification Road-1 |
| 49 | PART-A |
| 50 | Supply & Fixing of 9Mtr. Long G.I. Octagonal pole of approved make (Top dia 70mm, bottom dia 155mm and base plate 12mm thick) having 3mm thickness with single arm bracket 1 Mtr. Length in 1:2:4 RCC foundation including the cost of foundation, foundation bolt excavation & back filling and required T&P complete in all respect as per direction of E/I. S.I. No. 645/2018. Make-Utkarsh, Crompton, Bajaj, Philips. |
| 51 | Supply & Fixing of 9Mtr. Long G.I. Octagonal pole of approved make (Top dia 70mm, bottom dia 155mm and base plate 12mm thick) having 3mm thickness with double arm bracket 1 Mtr. Length in 1:2:4 RCC foundation including the cost of foundation, foundation bolt excavation & back filling and required T&P complete in all respect as per direction of E/I. S.I. No. 646/2018. Make-Utkarsh, Crompton, Bajaj, Philips. |
| 52 | Supply & Fixing of following Street Light Fitting with mandatory driver set having die cast aluminium body and lenses suitable confirming to IP66 protection having company LOGO Engraved complete in all respect including labour as per direction E/I. |
| 53 | (a) 110-130 watt CAT-AAA 12100-14300 system lumens High Power LED with lenses, >110lm/W, PF>0.95, THD <10% at full load, CRI>70, Potted driver Set (NotCircuitory), Phase to phase Protection at 440V & >300V auto cut and re-start feature, with 5 years warranteeS.I. No. 1424/2018. Make Havells, Compton, Philips, Bajaj. |
| 54 | Making connection of each 9.00 Mtr. Height street light fitting by 2.5 sq.mm. 3 core flexible copper cable from pole connection box to street light fitting its all complete as per direction of E/I. (PSR) |
| 55 | S/B of earth rod 20mm dia 2.5 Mtr. Long including G.I. wire 7/16 SWG to connect earth rod to earth clamp on pole 3.0 mtr. Long steel conduit t carry earth wire along the pole. PSR. |
| 56 | S/F of 6 Amp to 32 Amp SPMCB (10kA) C curve etc. complete in all respect as per direction of E/I. S.I. No. 1002 CAT-A2018. |
| 57 | Supply & Laying of following cable 'Al' conductor PVC insulated armoured served sheathed cable 1100V grade at a depth of 750mm. Beleow ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on side an top on surface the cable run shall be fixed on MS clamp of suitable size, approved make UPPCL/KESCo. approved as per direction of E/I. complete in all respects. S.I. No. 501/2018. |
| 58 | (a) 16 Sq.mm. 4 Core |
| 59 | (b) 25 Sq.mm 3½ Core |
| 60 | (c) 50 Sq.mm 3½ Core |
| 61 | Supply & Fixing of following size palm or pin type copper tin plated cable socket (Lug) to the cable lead insulating with tape and making connection complete in all respects as per direction of E/I. S.I. No. 504/2018 |
| 62 | (a) 16 sq.mm. |
| 63 | (b) 25 sq.mm. |
| 64 | (c) 50 Sq.mm |
| 65 | S/B of 600mmx600mmx6mm G.I plate vertically for earthing with it top at least 3 mtr below G.L. complete with 20mm dia G.I. pipe and funnel for watering and 1 earthing lead of 1 No 8 to 10 SWG G.I. wire in 15mm dia G.I. pipe, plate up to switch board 30Cm C.I. frame with hinged cover masonry housing Alternate layers of charchole/coke and solt at least 150mm thick allround etc. as per direction of E/I. Complete in all respects. S.I.No-702/18. |
| 66 | Supply and fixing 40Amp TPN capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect as per direction of E/I. S.I.No. 807(f)(ii)2018. |
| 67 | Supply, Laying, jointing, testing & commissioning of ISI marked HDPE pipe (PE 80) 63mm dia as per IS 4984 including transportation upto the site jointing by butt welding, providing and fixing all fittings i.e. bends, tees, couples junction, tapers, reducers, adoptors end caps, flange with nut & bolts for fixing of appurtenances compete in all respect as per direction of Engineer-in-charge. (ISI Approved). File no. 33/19-20 PSR |
| 68 | S/L of following size G.I. ''B'' class pipe at a depth of 750mm below ground level as cable carrier as direction of E/Inch. A.R. /2018(File No. 15/18-19) |
| 69 | (a) 80 mm dia |
| 70 | S/F of 63 Amp. 415V metal clad TPN rewireable type switch fuse unit on angle iron bracket/Pole complete in all respects as per direction of E/I. S.I.No. 316/2018 CAT-B. |
| 71 | Deduct in item No. 7 of this estimate due to cable is passed through GI/MS/Hume pipe in road crossing or along the wall. The cost of pipe is to be extra.SI.No. 507 SOR-2018 |
| 72 | Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmerer, etc. SOR 18 Elect. Sl.No. 801 (a) |
| 73 | (a) Incoming 100 Amp. TPN 1 No.Outgoing 63 Amp. 2 Nos. |
| 74 | PART - B (H.T./L.T. Electric work) |
| 75 | Dismantling of old HT & LT pole including all accessories etc. all complete as direction of E/I. (Labour rate Sl.No. 619 SOR 18 Electrical) |
| 76 | Dismantling of ACSR Conductor (Labour rate Sl.No. 627 SOR 18 Electrical) |
| 77 | S/L of 185 Sq.mm 3 Core XLPE 11 KV HT cable proper completion of work As per direction of E/I( Make Havells, Gloster, Polycab) (Analysed as per UPPCL SI Rate 2022-23) (PSR) |
| 78 | S/F of 185 Sq.mm size 3 core XLPE 11 KV outdoor type jointing kit proper completion of work as per direction of E/I A.R. Make: Raycheme, Mahindra. (Analysed as per UPPCL SI Rate 2022-23) (PSR) |
| 79 | S/L of 70 Sq.mm 3 Core XLPE 11 KV HT cable proper completion of work As per direction of E/I( Make Havells, Gloster, Polycab) (Analysed as per UPPCL SI Rate 2022-23) (PSR) |
| 80 | S/F of 70 Sq.mm size 3 core XLPE 11 KV outdoor type jointing kit proper completion of work as per direction of E/I A.R. Make: Raycheme, Mahindra. (Analysed as per UPPCL SI Rate 2022-23) (PSR) |
| 81 | Supply & Erection of double pole structure with 02 Nos. 11 Mtr. Long S.T. Pole 410 SP-55 for S/S in 1:3:6 C.C. foundation 1/6 of pole length below G.L. and plinth 30cm above G.L. 20cm thick around the pole with 01 No. channel 100mm x 50mm, 01 No. channel 75mm x 40mm, necessary nuts, bolts complete with painting etc. as per direction of engineer in charge. (A.R.) attached. |
| 82 | Supply & Erection of double pole structure with 02 Nos. 11 Mtr. Long S.T. Pole 410 SP-55 for line in 1:3:6 C.C. foundation 1/6 of pole length below G.L. and plinth 30cm above G.L. 20cm thick around the pole with 01 No. channel 100mm x 50mm, 01 No. channel 75mm x 40mm, 02 Nos. 3.50 Mtr. long 50mm x 50mm x6mm angle iron for bracing & necessary nuts, bolts complete with painting etc. as per direction of engineer in charge. (A.R.) attached. |
| 83 | S/E of 2.24 Mtr. Long cross arm 100mm x 50mm (ISLC 100) channel on pole including clamps, eye bolts etc. with red enamel paint as per direction of E/Inch (PRS). |
| 84 | S/E of 2.24 mtr. Long cross arm 50mmx50mmx 6mm. Angle iron on pole including clamps, eye bolts with red enamel paint etc. as per direction of E/I. PSR(F.No. 13/23-24) |
| 85 | S/F of level 2 following capacity 11/0.433 K.V. Al’ wound conventional 50Hz 3 phase oil immersed naturally cooled distribution T/F confirming and with amendments there of, having losses as per BEE standered with all standard fittings, including first filling of oil complete in all respects, of make UPPCL/KESCO Approved (PSR). |
| 86 | (a) 63 KVA |
| 87 | S/F of Henley type switch fuse unit complete in all respect as per direction of E/I. PSR |
| 88 | S/F of 11 KV Pin insulator with G.I. Bolt /spindle nut etc. complete in all respects. A.R/ 2018 (File No. 15/18-19) |
| 89 | S/F of 11 KV Disc insulator including gun fitting on cross arm/clamps fixed on pole complete in all respects. A.R/2018 (File No. 15/18-19) |
| 90 | S/E of 11 K.V L.A. set of 3 Nos. suitable for mounting on steel support complete in all respect as per direction of E/I. A.R./2018(File No. 15/18-19) |
| 91 | S/E of 11 K.V. T.P.M.O. switch on pole including handle rod etc. complete in all respects as per direction of E/Ich. A.R./2018 (File No. 15/18-19) |
| 92 | S/E of 11 K.V. D.O. fuse set on pole complete in all respect as per direction of E/I. A.R. 2018 (File No. 15/18-19) |
| 93 | Painting of the electric pole with 2 coats of AL’ paint over red oxide primer complete in all respects SI.No.634/18. |
| 94 | S/L of following size G.I. ''B'' class pipe at a depth of 750mm below ground level as cable carrier as direction of E/Inch. PSR (File No. 60/18-19) |
| 95 | (a) 100 mm dia |
| 96 | (b) 150 mm dia |
| 97 | S/L of 32mmx6mm GI strip from earth electrode directly in the ground as required complete in all respect Item No 717 SOR-2018 |
| 98 | S/L of following cable \\"Al\\" conductor P.V.C. insulated armoured served sheathed cable 1100V grade at a depth of 750mm. Below ground level over a cushion of 75mm. Thick sand alround and protected with burnt bricks on side an top on surface the cable run shall be fixed on MS clamp of suitable size, approved make UPPPCL/Kesco Approved as per direction of E/I. complete in all respects. 501/2018. |
| 99 | (a) 70 Sq.mm 3½ Core |
| 100 | S/F of following size palm or pin type copper tin plated cable socket (Lug) to the cable lead insulating with tape and making connections complete in all respects as per direction of E/I.SI.No.504/SOR-18. |
| 101 | (a) 35 Sq.mm |
| 102 | (a) 70 Sq.mm |
| 103 | S/B of earth rod 20mm dia 2.5 Mtr. Long including G.I. wire 7/16 SWG to connect earth rod to earth clamp on pole 3.0 mtr. Long steel conduit t carry earth wire along the pole. PSR. |
| 104 | S/E of stay set at 3.5mtr away from the pole with galvanized 19mm dia 1.8 mtr long stay rod 30cmx30cmx6.3mm anchor plate thimble stay clamp stay insulator 19mmx600mm double screw tightener, 7/3.5mm G.I. stay wire etc. in 1:3:6 C.C. in all respects. SI.No. 631/2018. |
| 105 | Deduct in item No. 8 of this estimate due to cable is passed through GI/MS/Hume pipe in road crossing or along the wall. The cost of pipe is to be extra.SI.No. 507 SOR-2018 |
| 106 | S/F of M.S. Channel 1.38 meter long on top pillar size 100x50mm as per direction of E/I. (PSR) |
| 107 | S/F of M.S. Channel 0.35 meter long on top pole chaneel 100x50mm as per direction of E/I (PSR). |
| 108 | S/E of S.T. pole 11.00 mtr long designated 410-SP-55 including base plate in 1:3:6 c.c. foundation excavation 1/6 of pole length below G.L. and plinth 30 cm above G.L. around the pole 20 cm thick and back filling etc. complete in all respects as per direction of E/Ic PSR. |
| 109 | S/F of \\"D\\" Clamps of 50mm x 6mm flat iron on steel tubular poles / steel rail poles with bolts, nuts etc. proper complete in all respects including painting with aluminum paint. SOR/Sl.No. 623/18 /Elec. |
| 110 | S/F of Hexagonal cradle type guards made of 8 to 4 SWG G.I wire etc complete in all respects.. including binding SI.No. 629 /2018 |
| 111 | S/E of over head line with G.I. wire on 8 to 4 SWG on pole/service bracket including binding etc. complete in all respects SI.No. 628/18. |
| 112 | S/E of over head line with A.C.S.R. conductor on pole/service bracket including binding etc. complete in all respects. S.I.No-627/18. Racoon/Dog |
| 113 | Part C (AMC) |
| 114 | supervision charge pay to UPPCL/KESCo. |
| 115 | Strengthening and widening of proposed 24.00 m wide road & electrification work from mainawati road near smriti greens towards mandhana-ganga barrage road, kanpur |
| 116 | Strengthening and widening work |
| 117 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. dsr no. 2.31 |
| 118 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. Dsr no. 15.59 |
| 119 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. DSR no. 2.25(a) |
| 120 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road rollerincluding making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.. |
| 121 | Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause Morth 401. |
| 122 | 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 archive the desired density. Morth 406. analysed rate |
| 123 | Providing and applying priming coat with bitumen emulsion SS-1 on prepared surface of granular base including cleaning of road surface and spraying emulsion @ 0.75 KG per sqm. using mechanical means . MORTH 502. analysed rate |
| 124 | Providing and applying Tack coat with bitumen emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom MORTH 503. analysed rate |
| 125 | Providing and laying dense bituminous macadam with 100- 120 TPH hot mix plant producing on average output of 75 tonnes per hours using crushed aggregates of specified grading premixed with bituminous binder @ 3.4% of VG-30 transported to site laid over previously prepared surface with paver finisher to the required grade level and alignment and rolled as per class 501.6 & 501.7 to achieve the desired compaction complete in all respect. MORTH 504. analysed rate |
| 126 | Providing and laying bituminous concrete with 100 – 120 TPH type HMP producing on average output of 75 tonnes per hours using crushed aggregate of specified grading premix with bituminous binder @ 5% of CRMB - 55 and filler transporting the hot mix to work site laying with Hydrostatic pavers finisher with sensor control to the required grade level and alignment, roller with smooth wheeled ,vibratory and tendem rollers to achieved the desired compaction complete in all respect. MORTH 508 analysed rate |
| 127 | Providing and laying factory made chamfered edge cement concrete paver blocks in foot path, park & lawns drive way or light & traffic parking etc, of required strength, thickness & size/shape made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and patter, finishing and sweeping extra sand, all complete as per manufacturer's specificatoins & direction of E/I. |
| 128 | 80mm thick cement concrete paver block of m-30 grade with approved colour, design & pattern. DSR 16.91.2 |
| 129 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. analysed rate |
| 130 | Providing and fixing Glow studs of size100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro-prismaticlens with abrasion resistant coating as approved by Engineer in charge.The glow stud shall suppor taload of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be35(+/5) degres stobase.There flective panel son both sides with at least 12 cm of reflective are aupeach side.The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS:873 part4:1973.The studs shall be fixed to the Road surface. dsr no. 16.50 |
| 131 | drain work ,cable trench and median work |
| 132 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil. dsr 2.6.1 |
| 133 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) dsr no. 4.1.8 |
| 134 | Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.. Dsr 4.3.1 |
| 135 | Providing and laying in position machine batched and machine mixed design mix M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying but including the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.(Note :- Cement content considered in this item is @ 330 kg/cum.Excess cement used as per design mix is not extra payable (All work upto Plinth Level) dsr no. 5.33.1.1 |
| 136 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Dsr no. 5.22.6 |
| 137 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. dsr no. 10.25.2 |
| 138 | Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. 10 x 160 mm dsr no. 10.27.5 |
| 139 | divider painting and road furniture work |
| 140 | Providing and applying white cement based putty of average thickness of 1mm ,of approved brand and manufacture over the plasterd wall surface to prepare ecen and smooth including cost of materials , labour & T&P etc.complete dsr no. 13.80 |
| 141 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) dsr no. 13.46.1 |
| 142 | Supply and fixing of Linear Delinator System (LDS) panel made of Micro Prismatic Retro Reflective sheeting duly laminated unique corrugated shape to provide Retro Refection across wide rage of observations and external angles . Each LDS panel should be of nominal length of 33 inch and each ridge shall be aproximately 0.34 inch high . Each LDS panel is to be firmly fixed on existing MS railing through MS Sections welding as and when required. SOR rate |
| 143 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single 110 mm diameter socketed pipes. dsr no. 12.41.2 |
| 144 | HORTICULTURE WORK |
| 145 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). |
| 146 | Supplying and stacking of good earth at site including royalty and carriageupto 5 km lead complete (earth measured in stacks will be reduced by20% for payment). |
| 147 | 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) : |
| 148 | Rough dressing the trenched ground including breaking clods. |
| 149 | Uprooting weeds from the trenched area after 10 to 15 days of its floodingwith water including disposal of uprooted vegetation. |
| 150 | Spreading of sludge, dump manure and/or good earth in required thicknessas per direction of officer-in-charge (cost of sludge, dump manure and/ orgood earth to be paid separately). |
| 151 | Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). |
| 152 | Providing and stacking of Ficus benjamina (green) of height 120-135 cm. with 6-8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-charge.[DS CH-7 CODE 7.26] |
| 153 | Providing and Displaying Furcaria Variegated hybrid well developed with fresh & healthy foliage 20 and above attractive leaves in 35 cm Cement Pot as per direction of the officer-in-charge[DSR CH-5 CODE 5.32] |
| 154 | Providing and stacking of Thuja compacta of height 45-60 cm., well branched in earthen pots of size 25 cm as per direction of the officer-in-charge.[DSR CH-8 CODE 8.75] |
| 155 | Providing and stacking of Nerium oleander (kaner) of height 45-60 cm. with 3-4 branches in poly bags of size 20 cm as per direction of the officer-in-charge.[DSR CH-8 CODE 8.49] |
| 156 | Providing and displaying of Areca Palm having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.[DSR CH-3 CODE 3.18] |
| 157 | Providing and stacking of Lagerstromia flosreginae of height 150-165 cm in poly bags of size 25 cm as per direction of the officer-in-charge.[DSR CH-7 CODE 7.5] |
| 158 | Providing and displaying of Phoenix palm having ht. 75 cm to 90 cm with 10 to 15 or more leaves, well developed, fresh and healthy in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.[DSR CH-3 CODE 3.74] |
| 159 | Providing and Displaying Foxtail palm well developed with fresh & healthy foliage of ht. 210 to 240 cm in big 40 cm Cement Pot as per direction of the officer-in-charge[DSR CH-5 CODE 5.3] |
| 160 | Providing and stacking of Alstonia scholaris of height 150-165 cm. in bag of size 25 cm as per direction of the officer-in-charge.[DSR CH-7 CODE 7.4] |
| 161 | Providing and Displaying Cycus revoluta in 35 cm challi, specimen , having 30 to 40 with fresh and healthy, leaves having 25cm to 30cm circumfrance of base stem well developed as per direction of the officer-in-charge.[DSR CH-5 CODE 5.14] |
| 162 | Electrification Road-2 |
| 163 | PART-A |
| 164 | Supply & Fixing of 9Mtr. Long G.I. Octagonal pole of approved make (Top dia 70mm, bottom dia 155mm and base plate 12mm thick) having 3mm thickness with double arm bracket 1 Mtr. Length in 1:2:4 RCC foundation including the cost of foundation, foundation bolt excavation & back filling and required T&P complete in all respect as per direction of E/I. S.I. No. 646/2018. Make-Utkarsh, Crompton, Bajaj, Philips. |
| 165 | S/B of earth rod 20mm dia 2.5 Mtr. Long including G.I. wire 7/16 SWG to connect earth rod to earth clamp on pole 3.0 mtr. Long steel conduit t carry earth wire along the pole. PSR. |
| 166 | S/F of 6 Amp to 32 Amp SPMCB (10kA) C curve etc. complete in all respect as per direction of E/I. S.I. No. 1002 CAT-A2018. |
| 167 | Supply & Fixing of following Street Light Fitting with mandatory driver set having die cast aluminium body and lenses suitable confirming to IP66 protection having company LOGO Engraved complete in all respect including labour as per direction E/I. |
| 168 | (a) 110-130 watt CAT-AAA 12100-14300 system lumens High Power LED with lenses, >110lm/W, PF>0.95, THD <10% at full load, CRI>70, Potted driver Set (NotCircuitory), Phase to phase Protection at 440V & >300V auto cut and re-start feature, with 5 years warranteeS.I. No. 1424/2018. Make Havells, Compton, Philips, Bajaj. |
| 169 | Making connection of each 9.00 Mtr. Hight street light fitting by 2.5 sq.mm. 3 core flexible copper cable from pole connection box to street light fitting its all complete as per direction of E/I. (PSR) |
| 170 | Supply & Laying of following cable 'Al' conductor PVC insulated armoured served sheathed cable 1100V grade at a depth of 750mm. Beleow ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on side an top on surface the cable run shall be fixed on MS clamp of suitable size, approved make UPPCL/KESCo. approved as per direction of E/I. complete in all respects. S.I. No. 501/2018. |
| 171 | (a) 16 Sq.mm. 4 Core |
| 172 | (b) 25 Sq.mm 3½ Core |
| 173 | (c) 50 Sq.mm 3½ Core |
| 174 | Supply & Fixing of following size palm or pin type copper tin plated cable socket (Lug) to the cable lead insulating with tape and making connection complete in all respects as per direction of E/I. S.I. No. 504/2018 |
| 175 | (a) 16 sq.mm. |
| 176 | (b) 25 sq.mm. |
| 177 | (c) 50 Sq.mm |
| 178 | S/B of 600mmx600mmx6mm G.I plate vertically for earthing with it top at least 3 mtr below G.L. complete with 20mm dia G.I. pipe and funnel for watering and 1 earthing lead of 1 No 8 to 10 SWG G.I. wire in 15mm dia G.I. pipe, plate up to switch board 30Cm C.I. frame with hinged cover masonry housing Alternate layers of charchole/coke and solt at least 150mm thick allround etc. as per direction of E/I. Complete in all respects. S.I.No-702/18. |
| 179 | Supply and fixing 40Amp TPN capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect as per direction of E/I. S.I.No. 807(f)(ii)2018. |
| 180 | Supply, Laying, jointing, testing & commissioning of ISI marked HDPE pipe (PE 80) 63mm dia as per IS 4984 including transportation upto the site jointing by butt welding, providing and fixing all fittings i.e. bends, tees, couples junction, tapers, reducers, adoptors end caps, flange with nut & bolts for fixing of appurtenances compete in all respect as per direction of Engineer-in-charge. (ISI Approved). File no. 33/19-20 PSR |
| 181 | S/L of following size G.I. ''B'' class pipe at a depth of 750mm below ground level as cable carrier as direction of E/Inch. A.R. /2018(File No. 15/18-19) |
| 182 | (a) 80 mm dia |
| 183 | S/F of 63 Amp. 415V metal clad TPN rewireable type switch fuse unit on angle iron bracket/Pole complete in all respects as per direction of E/I. S.I.No. 316/2018 CAT-B. |
| 184 | Deduct in item No. 6 of this estimate due to cable is passed through GI/MS/Hume pipe in road crossing or along the wall. The cost of pipe is to be extra.SI.No. 507 SOR-2018 |
| 185 | PART - B (H.T./L.T. Electric work) |
| 186 | Dismantling of old HT & LT pole including all accessories etc. all complete as direction of E/I. (Labour rate Sl.No. 619 SOR 18 Electrical) |
| 187 | Dismantling of ACSR Conductor (Labour rate Sl.No. 627 SOR 18 Electrical) |
| 188 | S/F of S.T. Pole 9.50 Mtr. Long designated 410-SP-38 including base plate in 1:3:6 C.C. foundation excavation 1/6 of pole length below G.L. and 30cm above G.L. 20cm thick arround the pole and back filling etc. complete in all respects as per direction of E/I. |
| 189 | Supply & Laying of 3x120+1x95+1x16 Sq.mm. of Aerial bundled cable 1100V grade XLPE insulated KESCo. Approved make confirming to latest relevant specification on steel/PCC supports including binding jumpering sagging and cost of material labour T&P etc. required for peoper completion of work as per direction of E/I. Make- RR Cable, Havells, Grandley, KEI & Polycab. |
| 190 | Supply & Fixing of Suspension type clamp made of 'Al' alloy and shall be capable of holding AL alloy messenger wire of compacted dia. The eye hook shall be made of forged or mild steel the clamp shall be provided with black weather resistant plastic coating of at least 1mm thickness to prevent insulation of phase conductor from chafing due to rubbing against the clamp it shall provided sufficient flexibility to allow the movement of clamp at both, straight and angle location its hard ware shall have good finished and all ferrous fitting eye hook bolts nut and washer shall be galvanized with zinc and it also includes all the cost of material T&P etc. required for proper completion of work as per direction of E/I. |
| 191 | Supply & Fixing of Dead end type clamp made of 'Al' alloy and U-bar shall be capable of holding AL alloy messenger wire of compacted dia. The eye hook shall be made of forged or mild steel the clamp shall be provided with black weather resistant plastic coating of at least 1mm thickness to prevent insulation of phase conductor from chafing due to rubbing against the clamp it shall provided sufficient flexibility to allow the movement of clamp at both, straight and angle location its hard ware shall have good finished and all ferrous fitting eye hook bolts nut and washer shall be galvanized with zinc and it also includes all the cost of material T&P etc. required for proper completion of work as per direction of E/I. |
| 192 | S/B of 600mmx600mmx6mm G.I plate vertically for earthing with it top at least 3 mtr below G.L. complete with 20mm dia G.I. pipe and funnel for watering and 1 earthing lead of 1 No 8 to 10 SWG G.I. wire in 15mm dia G.I. pipe, plate up to switch board 30Cm C.I. frame with hinged cover masonry housing Alternate layers of charchole/coke and solt at least 150mm thick allround etc. as per direction of E/I. Complete in all respects. S.I.No-702/18. |
| 193 | S/L of 185 Sq.mm 3 Core XLPE 11 KV HT cable proper completion of work As per direction of E/I( Make Havells, Gloster, Polycab) (Analysed as per UPPCL SI Rate 2022-23) (PSR) |
| 194 | S/F of 185 Sq.mm size 3 core XLPE 11 KV outdoor type jointing kit proper completion of work as per direction of E/I A.R. Make: Raycheme, Mahindra. (Analysed as per UPPCL SI Rate 2022-23) (PSR) |
| 195 | Loading unloading shifting installation, testing, commissioning & HT/LT connection 250/400KVA Transformer. (PSR) |
| 196 | Cartage of old material from site to KESCo. Store. |
| 197 | S/F of 11 KV Pin insulator with G.I. Bolt /spindle nut etc. complete in all respects. A.R/ 2018 (File No. 15/18-19) |
| 198 | S/F of 11 KV Disc insulator including gun fitting on cross arm/clamps fixed on pole complete in all respects. A.R/2018 (File No. 15/18-19) |
| 199 | S/E of 11 K.V L.A. set of 3 Nos. suitable for mounting on steel support complete in all respect as per direction of E/I. A.R./2018(File No. 15/18-19) |
| 200 | S/E of 11 K.V. T.P.M.O. switch on pole including handle rod etc. complete in all respects as per direction of E/Ich. A.R./2018 (File No. 15/18-19) |
| 201 | S/E of 11 K.V. D.O. fuse set on pole complete in all respect as per direction of E/I. A.R. 2018 (File No. 15/18-19) |
| 202 | Supply & Erection of double pole structure with 02 Nos. 11 Mtr. Long S.T. Pole 410 SP-55 for S/S in 1:3:6 C.C. foundation 1/6 of pole length below G.L. and plinth 30cm above G.L. 20cm thick around the pole with 01 No. channel 100mm x 50mm, 01 No. channel 75mm x 40mm, necessary nuts, bolts complete with painting etc. as per direction of engineer in charge. (A.R.) attached. |
| 203 | Supply & Erection of double pole structure with 02 Nos. 11 Mtr. Long S.T. Pole 410 SP-55 for line in 1:3:6 C.C. foundation 1/6 of pole length below G.L. and plinth 30cm above G.L. 20cm thick around the pole with 01 No. channel 100mm x 50mm, 01 No. channel 75mm x 40mm, 02 Nos. 3.50 Mtr. long 50mm x 50mm x6mm angle iron for bracing & necessary nuts, bolts complete with painting etc. as per direction of engineer in charge. (A.R.) attached. |
| 204 | S/E of 2.24 Mtr. Long cross arm 100mm x 50mm (ISLC 100) channel on pole including clamps, eye bolts etc. with red enamel paint as per direction of E/Inch (PRS). |
| 205 | S/E of 2.24 mtr. Long cross arm 50mmx50mmx 6mm. Angle iron on pole including clamps, eye bolts with red enamel paint etc. as per direction of E/I. PSR(F.No. 13/23-24) |
| 206 | Painting of the electric pole with 2 coats of AL’ paint over red oxide primer complete in all respects SI.No.634/18. |
| 207 | S/L of following size G.I. ''B'' class pipe at a depth of 750mm below ground level as cable carrier as direction of E/Inch. PSR (File No. 60/18-19) |
| 208 | (a) 100 mm dia |
| 209 | (b) 150 mm dia |
| 210 | S/L of 32mmx6mm GI strip from earth electrode directly in the ground as required complete in all respect Item No 717 SOR-2018 |
| 211 | S/L of following cable \\"Al\\" conductor P.V.C. insulated armoured served sheathed cable 1100V grade at a depth of 750mm. Below ground level over a cushion of 75mm. Thick sand alround and protected with burnt bricks on side an top on surface the cable run shall be fixed on MS clamp of suitable size, approved make UPPPCL/Kesco Approved as per direction of E/I. complete in all respects. 501/2018. |
| 212 | (a) 400 Sq.mm 3½ Core |
| 213 | Supply & Fixing of following size palm or pin type copper tin plated cable socket (Lug) to the cable lead insulating with tape and making connection complete in all respects as per direction of E/I. S.I. No. 504/2018 |
| 214 | (a) 25 sq.mm. |
| 215 | (b) 95 Sq.mm |
| 216 | (c) 120 Sq.mm |
| 217 | (d) 240 sq.mm. |
| 218 | (e) 400 sq.mm. |
| 219 | S/F of distribution board box 3Ø ten way connection made of fiber sheet 450x300x200mm size complete with bus bar 25x5mm, neutral bus bar 20x5mm along with clamps holes etc. including the cost of material labour T&P etc. for proper completion of work as per direction of engineer-in-charge. PSR File No. 09/AA/E/M/KDA/19-20. |
| 220 | Supply & Fixing of piercing connector made of 'Al' alloy suitable of holding main conductor/tap conductor of compacted diameter the connector shall be coverd by the black weather resistant insulation cover made of polyethylene at least 2m thick to avoid short circuit and corrosion including the cost of material including T&P etc. for proper comletion of work as per direction of E/I. PSR. |
| 221 | S/B of earth rod 20mm dia 2.5 Mtr. Long including G.I. wire 7/16 SWG to connect earth rod to earth clamp on pole 3.0 mtr. Long steel conduit t carry earth wire along the pole. PSR. |
| 222 | S/E of stay set at 3.5mtr away from the pole with galvanized 19mm dia 1.8 mtr long stay rod 30cmx30cmx6.3mm anchor plate thimble stay clamp stay insulator 19mmx600mm double screw tightener, 7/3.5mm G.I. stay wire etc. in 1:3:6 C.C. in all respects. SI.No. 631/2018. |
| 223 | S/L of 25 Sq.mm single core 'Al' cable for jumpering/ connection complete in all respect. |
| 224 | S/F of 800Amp campacity fixed type air curcuit breaker with box made of 16 SWG CRCA Sheet with fabrication duly painted enamel paint, locking arrangement including 50x50x6mm angle iron frame, volt meter, AS, VS ampere meter indicator & required CT's complete in all respect as per direction of Engineer-in-charge. (PSR). |
| 225 | Deduct in item No. 8 of this estimate due to cable is passed through GI/MS/Hume pipe the cost of pipe is to be extra.SI.No. 507 SOR-2018 |
| 226 | Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.5mt (5fts) and lead upto 30m (100fts) & including filling, watering and ramming of excavated earth into the trenches into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as diected by the engineer-including upto a distance of 30m (100fts) from the foundation trenches.UPPWD SOR 23-24/CH-4/SI No.1/2.6.1 |
| 227 | P/L cement concrete (PCC) 1:4:8 (1 cement 2 courese sand 4 graded Brick ballast 40mm nominal size) including supply of all material Labour and T&P etc required for proper completion of the work and curing complete also including cost of form work in foundation and floor. UPPWD SOR 23-24/CH-5/SI No.1/4.1.8 |
| 228 | Brick work with common burnt clay (non modular) bricks of class -150 in foundation and plinth level up to floor V level in all shapes and size.Cement mortar 1:4 (1 cement : 4 coarse sand)SOR-2023-24, Ch.-6, Sl.No. 2/6.4.1. |
| 229 | 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.UPPWD SOR 23-24/CH-4/SI No.4/2.25 |
| 230 | 12mm Cement plaster in single coat on fair side of single or half brick wall 1;4 c/c, sand mortarUPPWD SOR 23-24/CH-13/SI No.2/13.4.1 |
| 231 | S/F of 2 meter height cage fabricated with 3mm thick expended metal fixed on 50mmx50mmx6mm angle iron frame having vertical member spaced at 1 to 1.25 mtr and horizontal member spaced 1 mtr the vertical member shall be grouted in floor and horizontal member in the wall to a depth of 300mm with and end forked the case shall have 2000mmx1000mm size of one leaf door with locking arrangement device with 35mm x35mmx6mm angle iron and 3mm expended metal duly fixed with the cage member with inside etc. The case shall have painted with red oxide primer and synthetic enamel paint the job includes all materials labour T&P for proper completion of work Sl.No.1142/SOR-18. |
| 232 | S/F of M.S. Channel 1.38 meter long on top pillar size 100x50mm as per direction of E/I. (PSR) |
| 233 | S/F of M.S. Channel 0.35 meter long on top pole chaneel 100x50mm as per direction of E/I (PSR). |
| 234 | S/E of S.T. pole 11.00 mtr long designated 410-SP-55 including base plate in 1:3:6 c.c. foundation excavation 1/6 of pole length below G.L. and plinth 30 cm above G.L. around the pole 20 cm thick and back filling etc. complete in all respects as per direction of E/Ic PSR. |
| 235 | S/F of \\"D\\" Clamps of 50mm x 6mm flat iron on steel tubular poles / steel rail poles with bolts, nuts etc. proper complete in all respects including painting with aluminum paint. SOR/Sl.No. 623/18 /Elec. |
| 236 | S/F of Hexagonal cradle type guards made of 8 to 4 SWG G.I wire etc complete in all respects.. including binding SI.No. 629 /2018 |
| 237 | S/E of over head line with G.I. wire on 8 to 4 SWG on pole/service bracket including binding etc. complete in all respects SI.No. 628/18. |
| 238 | S/E of over head line with A.C.S.R. conductor on pole/service bracket including binding etc. complete in all respects. S.I.No-627/18. Racoon/Dog |
| 239 | S/E of TPN distribution pillar fabricated with wire clade dust and vermin proof as per drawing consisting suitable copper bus bar 60mmx10mm or equivalent cross sectional area consisting on fuse unit set complete as follows 2 Nos. incoming 500A fuse unit and outgoing 2 Nos.500A and 2 Nos 300A metallic piller shall be made of 14 SWG MS sheet on frame of angle iron of 35mm×35mm ×5mm duly with both 2 coat of approvel paint over rust resisting primer both side locking arrangement handle & danger board complete with suitable masonary plate form for mounting of piller. The piller shall have earthing terminal as per direction of E/I. Switch Gear Make-L&T, Indo Asian, Havells (PSR) |
| 240 | Part C (AMC) |
| 241 | supervision charge pay to UPPCL/KESCo. Please Enable Macros to View BoQ information |