| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1709187274000 | 0 | None | None | Roads | Construction of Bitumen Pavement | 18473380.03 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2855223 | 92678 | None | IC: 202(II)a | Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. Ii. By Mechanical Means. a. Bitumen Course (PWD SR 2023-24 Vol-3 It.No. 202 (II) a , P.No - 12) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 338.1 | 338.1 | 175.5 | False | None | None | False | None | False | 59336.55 | 0 | | 2855224 | 92678 | None | IC: 202(II)b | Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. ii. By Mechanical Means b.Granular Course (PWD SR 2023-24 Vol-3 It.No. 202 (II) b, P.No - 12) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 55.65 | 55.65 | 351.0 | False | None | None | False | None | False | 19533.15 | 0 | | 2855225 | 92678 | None | IC: 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 in all kind of soils depth upto 3m (PWD SR 2023-24 Vol-1 It.No. 1.14.1 , P.No - 8) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 3243.3 | False | None | None | False | None | False | 347357.43 | 0 | | 2855226 | 92678 | None | IC: 3.7 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Ref. to MoRT&H : IRC 305.3.4 (PWD SR 2023-24 Vol-3 It.No. 3.7, P.No - 17) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 110.25 | 110.25 | 942.45 | False | None | None | False | None | False | 103905.1125 | 0 | | 2855227 | 92678 | None | IC: 3.6 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 complete as per specifications, MORTH Specification No. 305 (PWD SR 2023-24 Vol-3 It.No. 3.6, P.No - 17) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 517.65 | 517.65 | 1908.3 | False | None | None | False | None | False | 987831.495 | 0 | | 2855228 | 92678 | None | IC: 4.1.V | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Ref. to MoRT&H : IRC 401 . For Grading -V Material (PWD SR 2023-24 Vol-3 It.No. 4.1,V. P.No - 23) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2611.35 | 2611.35 | 1225.4 | False | None | None | False | None | False | 3199948.29 | 0 | | 2855229 | 92678 | None | IC: 4.17 | 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/grader in sub-base / base course on
well prepared surface and compacting with vibratory roller to
achieve the desired density. MORTH Specification No. 406 (PWD SR 2023-24 Vol-3 It.No.4.17 , P.No - 26) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 2686.95 | 2686.95 | 1271.75 | False | None | None | False | None | False | 3417128.6625 | 0 | | 2855230 | 92678 | None | IC: 5.1 | Providing and applying primer coat with SS1 grade Bitumen
Emulsion on prepared surface of granular base including
cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. MORTH Specification No. 502 (PWD SR 2023-24 Vol-3 It.No.5.1 P.No - 31) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 43.05 | 43.05 | 5087.0 | False | None | None | False | None | False | 218995.35 | 0 | | 2855231 | 92678 | None | IC: 5.3 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom complete as per specifications. MORTH/Chapter 503 (PWD SR 2023-24 Vol-3 It.No.5.3 P.No - 31) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 12.6 | 12.6 | 5087.0 | False | None | None | False | None | False | 64096.2 | 0 | | 2855232 | 92678 | None | IC: 5.10.C | Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher 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. 505 complete in all respects. (PWD SR 2023-24 Vol-3 It.No.5.10, C. P.No - 34) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 9217.95 | 9217.95 | 330.66 | False | None | None | False | None | False | 3048007.347 | 0 | | 2855233 | 92678 | None | IC: 5.16.C | Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher 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 (PWD SR 2023-24 Vol-3 It.No.5.16 C, P.No - 38.) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 11501.7 | 11501.7 | 203.48 | False | None | None | False | None | False | 2340365.916 | 0 | | 2855234 | 92678 | None | IC: 8.15 | Providing and laying of hot applied thermoplastic compound
2.5 mm thick including reflectorising glass beads @ 250 g/
m2 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. MORTH Specification No. 803 (PWD SR 2023-24 Vol-3 It.No.8.15 , P.No - 67.) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 556.5 | 556.5 | 233.1 | False | None | None | False | None | False | 129720.15 | 0 | | 2855235 | 92678 | None | IC: 8.60.1 | Providing Speed Breakers/Raised pedestrian crossings in
Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Bituminous Macadam (BM) Gr II and Semi Dense Bituminous Macadam (SDBC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022. iii Two lane for formation width of 9.00 m (PWD SR 2023-24 Vol-3 It.No.8.60.1 , P.No - 80) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 49467.6 | 49467.6 | 2.0 | False | None | None | False | None | False | 98935.2 | 0 | | 2855236 | 92678 | None | IC: 8.43 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. MORTH Specification No 806 (PWD SR 2023-24 Vol-3 It.No.8.43 , P.No - 74.) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 383.25 | 383.25 | 522.0 | False | None | None | False | None | False | 200056.5 | 0 | | 2855237 | 92678 | None | IC: 8.7 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (PWD SR 2023-24 Vol-3 It.No. 8.7 , P.No - 55.) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 9460.5 | 9460.5 | 3.24 | False | None | None | False | None | False | 30652.02 | 0 | | 2855238 | 92678 | None | IC: 8.31 | Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.(PWD SR 2023-24 Vol-3 It.No. 8.31 , P.No - 71.) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 197.4 | 197.4 | 37.5 | False | None | None | False | None | False | 7402.5 | 0 | | 2855239 | 92678 | None | IC: 8.6.1 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm
thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. MORTH 801 (PWD SR 2023-24 Vol-3 It.No. 8.6 , P.No - 54) 90 Cm Equilateral triangle - TYPE XI ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 4985.4 | 4985.4 | 2.0 | False | None | None | False | None | False | 9970.8 | 0 | | 2855240 | 92678 | None | IC: 8.6.1 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm
thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. MORTH 801 (PWD SR 2023-24 Vol-3 It.No. 8.6 , P.No - 54) 60 Cm Equilateral triangle - TYPE XI ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 3784.2 | 3784.2 | 2.0 | False | None | None | False | None | False | 7568.4 | 0 | | 2855241 | 92678 | None | IC: 8.6.1 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm
thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. MORTH 801 (PWD SR 2023-24 Vol-3 It.No. 8.6 , P.No - 54) 60X45Cm-type-XI ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 4486.65 | 4486.65 | 2.0 | False | None | None | False | None | False | 8973.3 | 0 | | 2855242 | 92678 | None | IC: 8.6.1 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm
thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. MORTH 801 (PWD SR 2023-24 Vol-3 It.No. 8.6 , P.No - 54) 90Cm Octagonal Stop Board-typeXI ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 6956.25 | 6956.25 | 2.0 | False | None | None | False | None | False | 13912.5 | 0 | | 2855243 | 92678 | None | 8.44 | Providing and Fixing of Median Marker that are made of
tough, high impact resistant, injection-molded, thermoplastic
body with an isosceles trapezoidal structure of length, width
and height not less than 15cm, 10cm and 10cm respectively
and thickness not less than 1.8mm, the body structure shall
be rounded at its acute angle, all the corners and edges. The
plastic used for molding the Median Marker shall have a
minimum Notched Izod Impact strength value of 600 J/m at
room temperature, when tested in accordance with ASTM
D256 and shall retain at least 70% of this value when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular-shaped, fluorescent yellow color retro- reflective sheeting of size not less than 8.5cm*8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2022 and ASTM D4956 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting as per MoRTH specification 806 (PWD SR 2023-24 Vol-3 It.No. 8.44 , P.No - 75.) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 682.5 | 682.5 | 90.0 | False | None | None | False | None | False | 61425.0 | 0 | | 2855244 | 92678 | None | IC: 8.17 | Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed (PWD SR 2023-24 Vol-3 It.No. 8.17 , P.No - 67.) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 2122.05 | 2122.05 | 5.0 | False | None | None | False | None | False | 10610.25 | 0 | | 2855245 | 92678 | None | IC: 8.16 (ii) | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc MORTH Specification No. 805 (ii) Ordinary kilometer stone (precast) (PWD SR 2023-24 Vol-3 It.No. 8.16 (ii) , P.No - 67.) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 3073.35 | 3073.35 | 1.0 | False | None | None | False | None | False | 3073.35 | 0 | | 2855246 | 92678 | None | IC: 8.32 | Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall
support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand
tempertures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typicl frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm
respectively. The weight of the marker shall not exceed 0.5 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer. (PWD SR 2023-24 Vol-3 It.No.8.32 , P.No -71.) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 2205.0 | 2205.0 | 50.0 | False | None | None | False | None | False | 110250.0 | 0 | | 2855247 | 92678 | None | IC: 9.1.11 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0,250mm dia (PWD SR 2023-24 Vol-5 Page No.95 Item No. 9.1.11) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 2278.5 | 2278.5 | 750.0 | False | None | None | False | None | False | 1708875.0 | 0 | | 2855248 | 92678 | None | IC: 9.1.11 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete (PWD SR 2023-24 Vol-5 Page No.95 Item No. 9.1.11) For sluice Valve of PN - 25 and 150mm ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 60829.65 | 60829.65 | 4.0 | False | None | None | False | None | False | 243318.6 | 0 | | 2855249 | 92678 | None | IC: 5.30.3 | Providing, fabricaing and fixing at site various diameters of MS Flanges as per IS standards to fix sluice valves as per sketch. The rate to include cost of all materials, labour, consumables, hire charges for tools and tackles, weldiing equipments etc. complete as per instructions of the Engineer in charge for: For sluice Valve of PN - 25 and 150mm (PWD SR 2023-24 Vol-5 Page No.95 Item No. 5.30.3) For sluice Valve of PN - 25 and 150mm ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 1688.4 | 1688.4 | 8.0 | False | None | None | False | None | False | 13507.2 | 0 | | 2855250 | 92678 | None | IC: 8.42.7 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra. 300 x 300 x 150 mm size (PWD SR 2023-24 Vol-5 Page No.95 Item No. 8.42.7) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 394.8 | 394.8 | 500.0 | False | None | None | False | None | False | 197400.0 | 0 | | 2855251 | 92678 | None | IC: 6.8.1 | Providing and laying 60mm thick factory made precast M -30
grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) (PWD SR 2023-24 Vol-5 Page No.51 Item No. 6.8.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 1121.4 | 1121.4 | 500.0 | False | None | None | False | None | False | 560700.0 | 0 | | 2855252 | 92678 | None | IC: 6.8.2 | Providing and laying 80mm thick factory made precast M -30
grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification) (PWD SR 2023-24 Vol-5 Page No.51 Item No. 6.8.2) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 1219.05 | 1219.05 | 1000.0 | False | None | None | False | None | False | 1219050.0 | 0 | | 2855253 | 92678 | None | IC: 8.10 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Painting Two Coats on New Concrete Surfaces (PWD SR 2023-24 Vol-3 Page no 66 It.No. 8.10) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 114.45 | 114.45 | 275.0 | False | None | None | False | None | False | 31473.75 | 0 |
| | 1709187274000 | 0 | None | None | Roads | Median | 591475.5 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2855254 | 92679 | None | IC: 8.23 | Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-25 grade concrete with TMT reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at ocations directed by the Engineer, all as specified. (Area = 0.243 m2/m, single face) M 25 grade concrete (PWD SR 2023-24 Vol-3 Page no 68 It.No. 8.23) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 2597.7 | 2597.7 | 200.0 | False | None | None | False | None | False | 519540.0 | 0 | | 2855255 | 92679 | None | IC: 8.10 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Painting Two Coats on New Concrete Surfaces (PWD SR 2023-24 Vol-3 Page no 66 It.No. 8.10) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Sqm | 114.45 | 114.45 | 390.0 | False | None | None | False | None | False | 44635.5 | 0 | | 2855256 | 92679 | None | IC: 8.44 | Providing and Fixing of Median Marker that are made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched Izod Impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular-shaped, fluorescent yellow color retro- reflective sheeting of size not less than 8.5cm*8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2010 and ASTM D4956 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting as per MoRTH specification 806 (PWD SR 2023-24 Vol-3 Page no 150 It.No. 8.44) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 682.5 | 682.5 | 40.0 | False | None | None | False | None | False | 27300.0 | 0 |
| | 1709187274000 | 0 | None | None | Roads | Drain | 2285924.93 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2855257 | 92680 | None | IC: 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 in all kind of soils depth upto 3m (PWD SR 2023-24 Vol-1 It.No. 1.14.1 , P.No - 8) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 331.2 | False | None | None | False | None | False | 35471.52 | 0 | | 2855258 | 92680 | None | IC: 2.1.3 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, nd all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol-1 It.No. 2.1.3 , P.No - 15) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 41.4 | False | None | None | False | None | False | 260341.83 | 0 | | 2855259 | 92680 | None | IC: 2.4.2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Including form work 5% additional to basic rate (PWD SR 2023-24 Vol-1 It.No. 2.4.2 , P.No - 16) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 9410.99 | 9410.99 | 128.8 | False | None | None | False | None | False | 1212135.512 | 0 | | 2855260 | 92680 | None | IC: 11.34B | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. (PWD SR 2023-24 Vol-2 It.No. 11.34B P.No - 86) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Kgs | 192.15 | 192.15 | 37.8 | False | None | None | False | None | False | 7263.27 | 0 | | 2855261 | 92680 | None | IC: 2.11.h | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (PWD SR 2023-24 Vol-1 It.No. 2.11, h. P.No - 18) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 82961.55 | 82961.55 | 9.29 | False | None | None | False | None | False | 770712.7995 | 0 |
| | 1709187274000 | 0 | None | None | Roads | Sub Road Culverts | 1380915.88 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2855262 | 92681 | None | IC: 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 in all kind of soils depth upto 3m (PWD SR 2023-24 Vol-1 It.No. 1.14.1 , P.No - 8) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 64.8 | False | None | None | False | None | False | 6940.08 | 0 | | 2855263 | 92681 | None | IC: 2.1.3 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, nd all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol-1 It.No. 2.1.3 , P.No - 15) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6288.45 | 6288.45 | 6.48 | False | None | None | False | None | False | 40749.156 | 0 | | 2855264 | 92681 | None | IC: 2.4.2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Including form work 5% additional to basic rate (PWD SR 2023-24 Vol-1 It.No. 2.4.2 , P.No - 16) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 9410.99 | 9410.99 | 34.56 | False | None | None | False | None | False | 325243.8144 | 0 | | 2855265 | 92681 | None | IC: 2.11.h | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (PWD SR 2023-24 Vol-1 It.No. 2.11, h. P.No - 18) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 82961.55 | 82961.55 | 12.15 | False | None | None | False | None | False | 1007982.8325 | 0 |
| | 1709187274000 | 0 | None | None | Roads | Street Ligths | 695665.45 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2855266 | 92682 | None | IC: 4.2.7 | Fabricating, supplying and erection of …Mtrs long hot dip Galvanized Octagonal pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47m/sec for …….Mtrs pole in single section and single joint welded as per IS 9595/IS 10178AWS having dimensions bottom …..mm, top….mm with 3mm thick, suitable base plate and 4Nos of ..... long J bolts along with tem plate and the pole shall be galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153etc., ( Excluding foundation] as oer drawing appended. 9Mtr - Top 70mm and bottom 155mm dia. (PWD Electrical SR 2022-23 Part-III, P.NO.11 Item No.4.2.7) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 19500.0 | 19500.0 | 10.0 | False | None | None | False | None | False | 195000.0 | 0 | | 2855267 | 92682 | None | IC: 4.6.6 | Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete. Double Arm Bracket with 2000mm Standard 40/50MM dia [p.16 1tem no 4.7.6 ] (PWD Electrical SR 2022-23 Part-III, P.NO.13, Item No. 4.6.6) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 3800.0 | 3800.0 | 8.0 | False | None | None | False | None | False | 30400.0 | 0 | | 2855268 | 92682 | None | IC: 4.6.2 | Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete. Single Arm Bracket with 1500 mm Standard 40/50 mm dia [p.16 1tem no 4.7.6 ] (PWD Electrical SR 2022-23 Part-III, P.NO.13, Item No. 4.6.2) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 2100.0 | 2100.0 | 2.0 | False | None | None | False | None | False | 4200.0 | 0 | | 2855269 | 92682 | None | IC: 11.8.5 | Supply of LED Streetlight luminaire with pressure die cast aluminum housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare Diffuser with Injection moulded polycarbonate materail,delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%. maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminare IK08. Power Factor 0.9 with mains Current should not be greater than 0.1A to 0.7A & Surge Protection- Min 4KV along with Over voltage/Overload, short circuit/ miswiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Over load & Short circuit protection ensures reliable operation in spite of problem in output side. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with 120 W System Power consumption. LED Efficiency 130lm/w at 1W & Fixture Efficiency 80lm/w with nominal CRI 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED source manufacture. & Cree/Nichia/lumileds/osram make LED source. LED Streetlight 120 W (PWD Electrical SR 2022-23 Part-III P.NO.66, Item No.11.8.5 ) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 10060.0 | 10060.0 | 18.0 | False | None | None | False | None | False | 181080.0 | 0 | | 2855270 | 92682 | None | IC: 32.07 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975. 25 Sqmm, 3.5 Core, (12 GI Strips - 4 x 0.8 mm) (Common ESCOMs SR 2022-23 Part-II P.NO.13 Item No.32.07) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Km | 139549.0 | 139549.0 | 0.29 | False | None | None | False | None | False | 40469.21 | 0 | | 2855271 | 92682 | None | IC: 2.5.9 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS:8130-1984 and (Virgin) PVC insulation and sheathed suitable for working voltage upto 1100Volts as per IS-694:1990 4C*2.5 Sqmm (PWD Electrical SR 2022-23 Part-III, P.NO.6, Item No.2.5.9) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 148.0 | 148.0 | 290.0 | False | None | None | False | None | False | 42920.0 | 0 | | 2855272 | 92682 | None | IC: 5.18.9 | Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' curve , indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required Confirming to IEC 60898 (PWD Electrical SR 2022-23 Part-III P.NO.17 Item No.5.18.9) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 3088.0 | 3088.0 | 10.0 | False | None | None | False | None | False | 30880.0 | 0 | | 2855273 | 92682 | None | IC: 1.3.4 | Supplying heavy gauge PVC Conduit Pipe .... dia ....... mm
thick with suitable size bends, metal junction boxes adhesive
paste etc., by groove cutting in the wall and fixing by bracing U
or J hooks and cement plastering upto the wall surface and
run with 18 SWG GI fish wire run throughout the conduit
wherever necessary.40 mm dia 2.5 mm thick (PWD Electrical SR 2022-23 Part-III, P.NO.02 Item No.1.3.4) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 139.0 | 139.0 | 290.0 | False | None | None | False | None | False | 40310.0 | 0 | | 2855274 | 92682 | None | IC: 21.06 | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff 35 to 95 Sqmm (Common ESCOMs SR 2023-24 Part-II P.NO.52 Item No.21.06) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 31139.0 | 31139.0 | 0.29 | False | None | None | False | None | False | 9030.31 | 0 | | 2855275 | 92682 | None | IC: 5.44.4 | Supply and Installation / Fixing / Provision of Outdoor type Thermoplastic Modular Panel enclosure with transparent Polycarbonate Lid, shock proof, IP65 (Weather Proof), rust proof, dust proof, water proof, corrosion proof having internally Embedded gasket on both lid and flap suitable to fix Single Phase / Three Phase Energy Meter in suitable base plate and having a provision for Fuse / MCB cutout with suitable transparent hinged flap opening for operating MCB along with complete tamper proof SEALING facility. 600x600x170mm (PWD Electrical SR 2022-23 Part-III P.NO.21 Item No.5.44.4) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 14520.0 | 14520.0 | 1.0 | False | None | None | False | None | False | 14520.0 | 0 | | 2855276 | 92682 | None | IC: 5.41.1 | Supplying and fixing angle iron frame work fabricated out of M.S angle iron.. And M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. 40x40x6mm (PWD Electrical SR 2022-23 Part-III, P.NO.15, Item No.5.41.1) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 305.0 | 305.0 | 4.0 | False | None | None | False | None | False | 1220.0 | 0 | | 2855277 | 92682 | None | IC: 51.02 | Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each (Common ESCOMs SR 2023-24 Part-II P.NO.22 Item No.51.02) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 676.0 | 676.0 | 2.0 | False | None | None | False | None | False | 1352.0 | 0 | | 2855278 | 92682 | None | IC: 51.03 | Good Quality Salt for grounding purposes packed in 50Kg gunny bag (Common ESCOMs SR 2023-24 Part-II P.NO.22 Item No.51.03) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 310.0 | 310.0 | 2.0 | False | None | None | False | None | False | 620.0 | 0 | | 2855279 | 92682 | None | IC: 51.04 | Rod Earthing Rod type of earthing using 40 mm Dia, 3 Mtr long MS rod as ground rod, in earth pit of 300 mm width and 3300 mm depth and using 50x6 mm flat welded to ground rod as terminal & connected to equipment ground terminal using PVC Al wire as specified (Common ESCOMs SR 2023-24 Part-II P.NO.23 Item No.51.04) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 2172.0 | 2172.0 | 2.0 | False | None | None | False | None | False | 4344.0 | 0 | | 2855280 | 92682 | None | IC: 5.13.2 | Supplying and fixing 4 pole power contactor with NO/ NC contacts on existing wood/ pannel board using necessary bolts, nuts, washers and wiring etc, complete with AC-3 Rating as per IS-13947, 40 amps (PWD Electrical SR 2022-23 Part-III P.NO.16 Item No.5.13.2) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 2258.0 | 2258.0 | 2.0 | False | None | None | False | None | False | 4516.0 | 0 | | 2855281 | 92682 | None | IC: 5.48 | Supplying and fixing Microprocessor Based Astronomical timer Switch with using necessary bolts, nuts and washers (PWD Electrical SR 2022-23 Part-III P.NO.21 Item No.5.48) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 4843.0 | 4843.0 | 1.0 | False | None | None | False | None | False | 4843.0 | 0 | | 2855282 | 92682 | None | IC: 5.7.3 | Supplying and fixing of porcelain fuse channel with cut out on existing wooden/ pannel using necessary nuts, bolts and washers etc complete. 63 A (PWD Electrical SR 2022-23 Part-III P.NO.14 Item No.5.7.3) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 401.0 | 401.0 | 2.0 | False | None | None | False | None | False | 802.0 | 0 | | 2855283 | 92682 | None | IC: 5.31 | Supplying and fixing Trivector Meter suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired. (PWD Electrical SR 2022-23 Part-III P.NO.19 Item No.5.31) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Each | 4390.0 | 4390.0 | 1.0 | False | None | None | False | None | False | 4390.0 | 0 | | 2855284 | 92682 | None | IC: 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in aradius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work . In all kinds of soils Depth upto 3 m (PWD SR 2023-24 Vol-1 It.No. 1.14.1 , P.No - 8) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 102.0 | 102.0 | 18.0 | False | None | None | False | None | False | 1836.0 | 0 | | 2855285 | 92682 | None | IC: 2.1.3 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/ trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol-1 It.No. 2.1.3 , P.No - 15) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 5989.0 | 5989.0 | 1.0 | False | None | None | False | None | False | 5989.0 | 0 | | 2855286 | 92682 | None | IC: 2.2.1.a | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol-1 It.No. 2.2.1, a. P.No - 15) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 6287.0 | 6287.0 | 7.84 | False | None | None | False | None | False | 49290.08 | 0 | | 2855287 | 92682 | None | IC: 2.11.h | KSRRB M2200-6. Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications complete as per specificationsMORTH Specification No.1600 & 2200 including cost of all labour charges complete as per specifications. as directed by the Engineer,with all lead and lift etc. complete as per specifications (PWD SR 2023-24 Vol-1 It.No. 2.11, h. P.No - 18) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Tonne | 79011.0 | 79011.0 | 0.35 | False | None | None | False | None | False | 27653.85 | 0 |
| | 1709187274000 | 0 | None | None | Roads | UGD | 1156057.73 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2855288 | 92683 | None | IC: 1.17.1 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m (PWD SR 2023-24 Vol-1 It.No. 1.17.1 & 1.17.2 , P.No - 10) 0 to 1.5 mts ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 275.1 | 275.1 | 359.34 | False | None | None | False | None | False | 98854.434 | 0 | | 2855289 | 92683 | None | IC: 1.17.2 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m (PWD SR 2023-24 Vol-1 It.No. 1.17.1 & 1.17.2 , P.No - 10) 1.5 to 3 mts ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 347.55 | 347.55 | 123.29 | False | None | None | False | None | False | 42849.4395 | 0 | | 2855290 | 92683 | None | IC: 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 in all kind of soils depth upto 3 m (PWD SR 2023-24 Vol-1 It.No. 1.14.1 , P.No - 8) 0 to 1.5 mts ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 107.1 | 107.1 | 21.6 | False | None | None | False | None | False | 2313.36 | 0 | | 2855291 | 92683 | None | IC: 10.3.4 | Providing UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete. for Pipes of SN4 Self Fit - 200mm dia. (PWD SR 2023-24 Vol-5, Item No.10.3.4 P.No-114) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 1810.95 | 1810.95 | 210.0 | False | None | None | False | None | False | 380299.5 | 0 | | 2855292 | 92683 | None | IC: 16.15.6 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE
CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia (16.15.6) 1.5 mtr depth ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 38381.0 | 38381.0 | 5.0 | False | None | None | False | None | False | 191905.0 | 0 | | 2855293 | 92683 | None | IC: 16.15.9 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE
CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia (16.15.9) 1.8m Depth ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 44888.0 | 44888.0 | 2.0 | False | None | None | False | None | False | 89776.0 | 0 | | 2855294 | 92683 | None | IC: 16.15.11 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE
CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia (16.15.11) 2.0m Depth ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Nos | 71708.6 | 71708.6 | 4.0 | False | None | None | False | None | False | 286834.4 | 0 | | 2855295 | 92683 | None | IC: 1.10 | Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms thickness including disposing off the surplus earth with all lead and lift(BDSR 18-19 Part II 2 , P.No. 8) (PWD SR 2023-24 Vol-1, Item No.1.10 P.No-07)) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Cum | 168.0 | 168.0 | 319.2 | False | None | None | False | None | False | 53625.6 | 0 | | 2855296 | 92683 | None | IC: 10.1.1 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For 25mm dia PVC 6kg/sqcm (PWD SR 2023-24 Vol-5, Item No.10.1.1 P.No-113) ---- with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-in-charge for finished item of work. | Mtr | 48.0 | 48.0 | 200.0 | False | None | None | False | None | False | 9600.0 | 0 |
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