|
| 1 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in- Charge. (39.35X0.762=29.98+3%=30.88) CPWD - DSR-2023 Item No. 16.82 |
| 2 | 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 lead as per direction of Engineer-in Charge. (131.75X0.762= 100.39+3%=103.40)) CPWD - DSR-2023 Item No. 16.83 |
| 3 | 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 lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil(177.50X0.762=135.25+3%=139.31) CPWD - DSR-2023 Item No. 2.6.1 |
| 4 | Demolition of RCC by mechanical means and stockpilling at designated location and disposal of dismantled material up to a lead of 1 Km, stacking servicable and unserviceable material seperately including cutting reinforcement bars(2818.90X0.762= 2148.00+3%=2212.44) CPWD - DSR-2023 Item No. 15.58 |
| 5 | \\"Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-Charge.(263.95X0.762=201.13+ 3%= 207.16) CPWD - DSR-2023 Item No. 15.60 |
| 6 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR Value-25 AR |
| 7 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in- Charge.AR |
| 8 | Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design mix 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 plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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- harge.sand and aggregate derived from natural sources. (M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) Note : (1) Excess/less cement used than specified in this item is payable/ recoverable separately. (2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS : 456. Uniform blending with cement is to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and C.\\"(8986.15X0.762=6847.45+3%=)7052.87 CPWD - DSR-2023 Item No. 4.20.1.2 |
| 9 | Providing and laying 60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern in footpath, parks, lawns, drive ways 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 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 pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.(1045.65X 0.762= 796.78+3%=820.68) CPWD - DSR-2023 Item No. 16.91.1 |
| 10 | 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.(1091.50X0.762=831.72+3%=856.67) 16.91.2 |
| 11 | 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 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin-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).(10117.60X0.762=7709.61+3%=7940.90) CPWD - DSR-2023 Item No. 16.69 |
| 12 | Applying priming coats with primer of approved brand and manufacture,having low VOC (Volatile Organic Compound ) content with water thinnable cement primer on wall surface having VOC content less than 50 grams/litre(73.95X0.762=56.35+3%=58.04) CPWD - DSR-2023 Item No. 13.85.3 |
| 13 | Finishing walls with water proofing cement paint of required shade on new work (Two or more coats applied @ 3.84 kg/10 sqm) (116.90X0.762=89.08+3%=91.75) CPWD - DSR-2023 Item No. 13.44.1 |
| 14 | 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 75 mm bed of dry brick ballast 40mm 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.(558.30X 0.762=425.42+3%= 438.18) CPWD - DSR-2023 Item No. 16.63 |
| 15 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads but e[cluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note E[tra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mi[ is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum(DSR 2023/5.33.1.1)(9504.75 x 0.762= 7242.62+3%=7459.90) CPWD - DSR-2023 Item No. 5.33.1.1 |
| 16 | Cleaning of R.C.C. Stromwater Drain of any size including removing the deposited silt manually &lead upto 50 m etc complete.As Per RA Attached |
| 17 | Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe(556.45X0.762=424.01+3%=436.73) CPWD - DSR-2023 Item No. 19.6.2 |
| 18 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.(Thermo- mechanically Treated bars of grade Fe-500D or more.) (107.85X 0.762=82.18+3%=84.65) CPWD - DSR-2023 Item No. 5.22.6 |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Lintels, beams, plinth beams, girders, bressumers and cantilevers (736.40X 0.762= 561.14+3%=577.97)) CPWD - DSR-2023 Item No.5.9.5 |
| 20 | Providing and Fixing in position Rectanular size 120mmX0.90mm pre-cast R.C.C. Manhole Cover and frame of required shape and quality of rade D-20 (3881.50X0.762= 2957.70 +3%=3046.43) DSR Item No. 19.26.3/2023) |
| 21 | Providing and applying Primer Coat with bitumen 80/100 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 as per MORTH specification clause No. 502 complete in all respects. (A.R) |
| 22 | Providing and laying 50mm Thick compacted Bituminous macadum on prepared surface with 100-120 T/H batch type hot mix plant producing an average out put of 75 T/H using crushed aggregated of specified grading -II(19mm nominal size)premixed with 80/100 (VG-10) bituminous binder @ 3.30% by weight of tatal mix transporting the hot mix plant material to work site laying with a hydrostatic paver finisher with a sensor control to the required grade level and alignment rolling with smooth wheeled vibratory (8-10T) roller vibrating roller (ST) for inter mediater rolling and finish with tender roller (6-8T) to achieve the desired compaction Including supply of all material, labour T&P etc. required for proper completion of the work as MORT & H and as per direction of Enginer-in-charge(A.R.) |
| 23 | Providing and applying tack Coat 0.30 kg/sqm with bitumen 80/100 using emulsion pressure on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRTH specification clause No. 503 complete in all respects. (A.R) |
| 24 | Providing and laying compacted semi dence bituminous concrete with 100-120 TPH (Tonnes per hour) batch type HMP (Hot Mix plant) producing an average output of 75 MT per hour using crushed aggregates of grading 1,(13 mm nominal size) premixed with 60-70 (VG-30)bituminous binder of 60/70@ 4.5% by weight of total mix and hydrated lime filler @ 2% by weight of aggregate, transporting the hot mix to work site, laying with a hydrostatic power finisher with sensor control to the required grade, level and alignment, rolling with smoth wheeled roller 8-10 tonne for initial break down rolling, vibrator roller 8 tonne for intermediate rolling and finish folling with 608 tonne smooth wheeled tandom roller to achieve the desired compaction and including supply of all material, labour T&P etc. required for proper completion of the work as per clause 508 of MORT & H specification and as per direction of Engineer-in-charge (A.R.) |
| 25 | Providing and laying 25mm thick bitumen mastic wearing course (as per specifications)with industrial bitumen of grade 85/25 conforming to IS : 702, prepared byusing mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chippingof approved size at the rate of 0.005 cum per 10 sqm and at approximatespacing of 10 cm centre to centre in both directions, pressed into surfaceprotruding 1 mm to 4 mm over mastic surface, including cleaning thesurface, removal of debris etc. all complete. (Considering bitumen using10.2% as per MORTH specification)(854.15X0.762=650.86+3%=670.39) CPWD - DSR-2023 Item No. 16.37.1 |
| 26 | 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.(747.80X0.762=569.82+3%=586.91) CPWD - DSR-2023 Item No. 16.62 |
| 27 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing.(929.80 X 0.762 = 708.51+3%=729.77) CPWD - DSR- 2023 Item No. 4.9 |
| 28 | Providing and fixing of Concrete benches as per the sketches provided by the Client with granite top As Per Attached Analysis |
| 29 | Manufacturing, supplying and fixing of Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi- lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D- 4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge.(7183.35 X 0762 = 5473.71+3%=5637.92) CPWD - DSR- 2023 Item No. 16.59.1 |
| 30 | Same as aobve in Item No.28 but for Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm(5559.75X0.762= 4236.53+3%=4363.63) 16.59.2 |
| 31 | 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). (803.75X0.838= 673.54) CPWD - HORTI DSR- 2025 Item No. 2.2 |
| 32 | 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) for Screened through sieve of I.S. designation 4.75 mm(491.85X0.838=361.81) CPWD - HORTI DSR- 2025 Item No. 2.4.3 |
| 33 | Supplying & Stacking of Selection No.1 grass turf at site fresh & free from weeds having proper roots, lush green including loading, unloading, carriage and all taxes paid etc. and as per direction of the officer-incharge.(64.70X0.838= 54.22) CPWD - HORTI DSR- 2025 Item No. 2.35 |
| 34 | 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). In rows 5 cm apart in both directions(26.95X0.838=22.58) CPWD - HORTI DSR-2025 Item No. 2.10.1 |
| 35 | 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)(339.85X0.838=284.79) CPWD - HORTI DSR- 2025 Item No. 2.13 |
| 36 | Providing and stacking of Cassia biflora plants of height 60-75 cm. with 4-5 branches in poly bag of size 25 cm (Shrub) include contractor’s profit, overheads,carriage, octroi, loading/ unloading at site of work.(50.00X0.838=41.90) CPWD - HORTI DSR-2025 Item No. 10354 |
| 37 | Same as above in Item no.35 but for Cestrum nocturnum (Raat ki Rani) Plants of height 60-75 cm. with 4-5 branches in bag of size 25 cm (Shrub)(35.00X0.838=29.33) CPWD - HORTI DSR-2025 Item10358 |
| 38 | Same as above in Item no.35 but for Euphorbia caracasana (bronze colour leaves) Plants of height 60-75 cm. with 4-5 branches in bag of size 25 cm (Shrub)(50.00X0.838=41.90) CPWD - HORTI DSR- 2025 Item10361 |
| 39 | Aglaonema Parrot Jungle plant (three in one), having ht. 30 cm and above with 20 to 25 leaves, well developed, fresh & healthy in 25 cm size of Earthen pot / Plastic pot. (FOLIAGE AND SHADE LOVING PLANTS)(60.00X0.838=50.28) 10011 |
| 40 | 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. (FOLIAGE AND SHADE LOVING PLANTS)(140.00X0.838=117.32) 10024 |
| 41 | Daisy well developed with fresh & healthy foliage in full bloom in 20 cm Earthen Pot/Plastic Pot. (SEASONAL PLANT)(38.00X0.838=31.84) 10117 |
| 42 | Marigold jaffri dwarf in different colour well developed with fresh & healthy foliage with 12 to 15 flowers in full bloom specimen 23 to 30 cm ht. in 20 cm Earthen Pot/Plastic Pot.(SEASONAL PLANT)(48.00X0.838=40.22) 10127 |
| 43 | Plantation of Trees, Shrubs, Hedge, ground covers and seasonal plants at site i/c watering and removal of unsaverieable material’s as per direction of officer in charge (excluding cost of plant & water) for Trees plant (9.45X0.838=7.92) 2.57.1 |
| 44 | Same as above in Item No.42 but for Shrubs Plant (4.70X0.838=3.94) 2.57.2 |
| 45 | Same as above in Item No.42 but for Hedge Plant/ Ground Cover Plants /Seasonal Plants (3.15X0.838=2.64) 2.57.3 |
| 46 | Providing and fixing 30mm thick FRP moulded grating around tree as a tree guard , capable to withstand minimum point load of 5 MT.(For Pedestrin, two wheeler) as per drwaing and details to satisfaction by Engineer in charge. Market Rates |
| 47 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/ riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/ direction of Engineer-in- Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed bythe Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals,labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.(Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).(3439.50X 0.762 = 2620.90+3%=2699.53) |
| 48 | SITC of Polyurethane painted 6 mtr Long Decorative pole with 1 mtr long 125 mm round galvanized decorative ripped pole with 3 mtr 90 mm round galvanised pole and fitted with 2 mtr long 76mm decorative Single arm Ppole should have 2 decorative aluminium dia casted ring painted in colour and with Red top decorative end CAP Pole |should be equipped with service window Base Plate 300x300x20c mcm complete Pole as per drawing attached c including GST Freight Excavation Foundation in 1:2:4 CC with J grouting bolts nuts Labour T&P in all respect. Rate PSR in Smart City| SP Road |
| 49 | Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mountin M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCB's (Four Pole 36 KA with thermal magnatic release)Switches Complete and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) 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 and mounted 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.Incoming 400 Amp. MCCB-1 nos.Outgoing 200 Amp. MCCB-2 nos.& 63 Amp. MCCB-1 nos. (i) Cat. A Pannel Cubicle Type (ii) Cat. B.Pannel Cubicle Type UP PWD SOR 2018813 b (ii) |
| 50 | S/F of TPN/ Telex Feeder Pillar Cubical Box made of 45mm x 45mm x 5mm Angle Iron frame and 14 SWG MS Lockign arrangement. Sbheet with Both Side Dust and Vermin Proof consisting with Copper Bus Bar on Henry type Fuse Lunit on 2 No. 500 Amp and 3 No. 300 Amp. Tailless unit Completethe Box shall be Painted with approvedaluminium Paint over Red Oxide Primer in 1:3:6 CC foundation as directed hy E/L |
| 51 | Supply and Fixing 400 Amp TPN Sandwich alumininumbus bar trunkingcomplete suitable for IP 54 protectionwith top end cover plate of 1.6mm thik G.I. Sheet with sutaible arrangementfor fixing etc complete in allrespect.MR |
| 52 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size direct in ground including excavation,sand cushioning, protective covering and refilling the trench e tc as required Upto 120 sq. mm DSR 2025 E/M 22.1.1 |
| 53 | Same as above in Item no.52 but forabove 120sqmm and upto400sqmm DSR 2025 E/M 21.1.2 |
| 54 | Supply and fixing of 16 sqmm size plain or pin type copper tin plated 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. UP PWD SOR- 2018 504(b) |
| 55 | 240 sq. mm 504(m) specifications as per SOR |
| 56 | 400 sq. mm 504(o) specifications as per SOR |
| 57 | Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe(994.30X0.762=757.65+ 3%=780.39) CPWD - DSR-2023 Item No. 19.6.4 |
| 58 | Earthing of pole by MS earthing rod of 20x 2500 mm and 6 SWG earthing wire etc complete DSR Item No.5.2/2025(7658.00X 0.838=6417.40) |
| 59 | LED Street light fixture, powder coated pressure die cast aluminium body (System lumen efficacy >135 lm/Watt) of following body materials DSR 2025 E/M Item No.8.13.18/2025(3443.00X0.838=2879.37) |
| 60 | Supply and fixing following 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. 40A TPN UP PWD SOR- 2018 807 c(ii) |
| 61 | S/L of 6 Sq mm Twin Flate unarmoured cable| complete with proper connections Rate PSR in PDA UP PWD SOR- 2018 501(a) specification as per SOR |
| 62 | Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 100 mm dia. R.C.C. pipe(507.05X0.762=386.37+ 3%=397.96)) CPWD - DSR-2023 Item No. 19.6.1 Please Enable Macros to View BoQ information |
