| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1726909641000 | 0 | None | None | Roads | CC ROAD | 21618225.63 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4046863 | 157078 | None | 3.4 (i) Vol 3 Page no: 17 | Scarifying Existing Granular Surface to a Depth of 50 mm by
Mechanical Means using Hydraulic excavator | Sqm | 5.25 | 5.25 | 2415.0 | False | None | None | False | None | False | 12678.75 | 0 | | 4046864 | 157078 | None | item no 3.7 page no 17, Vol-3 | Compacting Original Ground
Compacting original ground supporting embankment
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 | Cum | 110.25 | 110.25 | 1306.5 | False | None | None | False | None | False | 144041.625 | 0 | | 4046865 | 157078 | None | 3.11 Vol-3 Page no 18 | Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per
clause 310 | Sqm | 4.2 | 4.2 | 5189.0 | False | None | None | False | None | False | 21793.8 | 0 | | 4046866 | 157078 | None | 4.2.V Vol 3 Page no 23 | B By Mix in Place Method Construction of Granular Sub-Base of required grading as per
design spreading in uniform layers with motor grader on
prepared surface mixing by mix in place method with front end
loader at OMC and compacting with vibratory roller to achieve
the desired density, complete as per clause 401 (V) For Grading -V Material | Cum | 2476.95 | 2476.95 | 1967.22 | False | None | None | False | None | False | 4872705.579 | 0 | | 4046867 | 157078 | None | 4.17 Vol 3 Page no 26 | Wet Mix Macadam (Plant Mix Method) 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. | Cum | 2686.95 | 2686.95 | 427.82 | False | None | None | False | None | False | 1149530.949 | 0 | | 4046868 | 157078 | None | 16.28 Vol-3 149 3 | Providing and constructing un-reinforced plain cement
concrete pavement, thickness as per design, over a prepared
sub base, with 43 grade cement or any other type as per
Clause 1501.2.2 M30 (Grade), coarse and fine aggregates
conforming to IS:383:2016:, maximum size of coarse
aggregate not exceeding 25 mm, mixed in a concrete mixer
of not less than 0.2 cum capacity and appropriate weigh
batcher using approved mix design, laid in approved fixed
side formwork (steel channel, laying and fixing of 125 micron
thick polythene film, wedges, steel plates including levelling
the formwork as per drawing), spreading the concrete with
shovels, rakes, compacted using needle, screed and plate
vibrators and finished in continuous operation including
construction joints, primer, sealant, curing of concrete slabs
for 14-days, and water finishing to lines and grade as per
drawing and technical specification clause 1501 with all
lead, lifts, loading & unloading charges, cost and conveyance
of all materials, labour, equipments etc., complete. as per the
directions of the Engineer-in-charge of the work | Cum | 7091.7 | 7091.7 | 993.53 | False | None | None | False | None | False | 7045816.701 | 0 | | 4046869 | 157078 | None | Vol-03 6.8.1 Page no 51 | 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) | Sqm | 1121.4 | 1121.4 | 944.0 | False | None | None | False | None | False | 1058601.6 | 0 | | 4046870 | 157078 | None | Vol-01 2.4.2Page no 16 | Providing and laying in position 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 necessary, 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 | Cum | 6639.15 | 6639.15 | 18.36 | False | None | None | False | None | False | 121894.794 | 0 | | 4046871 | 157078 | None | Vol-1 111 sl no.3 | form work for Item no.8 (As per Appendix-I, Sl no.3 Foundation, Sub structure of Cross drainages from SR volume- page no.111) 5 percent | Cum | 331.96 | 331.96 | 6.36 | False | None | None | False | None | False | 2111.2656 | 0 | | 4046872 | 157078 | None | item no 16.61.2 page no 208 | Supply and fixing of SFRC machinhole cover Heavy Duty ) made as per
IS to suit existing damaged machinhole cover after removing the debries
from inside and outside the existing machinhole etc. with all lead and lifts. | Each | 1294.65 | 1294.65 | 26.0 | False | None | None | False | None | False | 33660.9 | 0 | | 4046873 | 157078 | None | 3.6 Vol 3 Page no 17 | Construction of Subgrade and Earthen Shoulders 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 | Cum | 517.65 | 517.65 | 132.0 | False | None | None | False | None | False | 68329.8 | 0 | | 4046874 | 157078 | None | 10.3.5 Vol-5 114 | 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 - 250mm dia. | m | 1251.6 | 1251.6 | 180.0 | False | None | None | False | None | False | 225288.0 | 0 | | 4046875 | 157078 | None | 10.3.1 Vol-5 114 | 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 - 160mm dia | m | 537.6 | 537.6 | 200.0 | False | None | None | False | None | False | 107520.0 | 0 | | 4046876 | 157078 | None | 2.21.2 Vol-5 22 | Providing house connection with excavation in all types of soils cutting]with machine cutter without damaging the other utilities and Providing]and laying of MDPE pipe (PE80)-PN 12.5 manufactured in accordance]with ISO 4427-1996 with minimum required strength of 8 Mpa, hydraulic design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm/GI pipe by making the bore of 15mm dia. size on the distribution mains using drilling bits or machines only and laying the pipe line at a depth
not less than 0.45 mtrs. from the road surface, including providing 40mm dia. "A" class GI pipe as casing over the MDPE pipe from the bore point and upto the entrance of the premises and removing the stone slab covering of the drain and dismantling the size stone masonry wherever necessary and making bore in the wall of the premises. On entering the premises, connection should be continued with 20mm GI pipe by making "U" shape for the meter point below the ground level by making pit with sufficient space for the easy installation and removal of the water meter and providing vertical stand pipes on both sides of
the meter. The connection should be secured firmly on the distribution main pipe with SS / Brass ferrule of size 1/2" x 3/4" and fixing the union joint and gate valve / stop cock before the meter point and a reflex valve / non-return valve should be fixed on the connection after the meter
point. (All these fixtures should be of standard quality conforming to IS). The compression fittings for MDPE pipes conforming to ISO 14236 and its latest versions. If the connection is of HDPE pipe the work include
electric fusion tapping T or saddles, PE 100 black colour pipe of PN 16 For 20mm dia
/SDR 11 or Higher grade conforming to standards with brass cutter
cum flow regulator, water tight cap with O'ring, long spigot for making
bore/tapping suitable to HDPE pipe by Electro fusion welding as per BS
EN 12201-3 & EN 1555-3 standards. The Product should be tested to
comply with BS 6920 for drinking water service in WRC - NSF, UK and
DVGW certificate, Germany. The Saddle should be manufactured Virgin
Compounded PE 100 material. Tapping Tee or Saddles with coupler and
compression fittings with cost of GI pipes, as per diagram, all specials
such as GI tee, GI elbow, GI coupler, stopper with appurtenances, and
brass or SS tap The excavated trench should be refilled with soft selected
earth and the dismantled masonry of the drain should be re-constructed
with available size stones in CM 1:8 and providing coping in CC 1:3:6
wherever required and the stone slab covering should be refixed in
position with pointing in CM 1:3 and also the bored wall of the premises
should be re-done to the original position and the rates are inclusive of
the cost of all the materials, cement, sand water etc., required for these
works. The road suface should be compacted well and brought to the
original condition and the excess earth or debris should be disposed off
to a distance with an initial lead of 10 Kms. etc. complete for the following
diameters: (for minimum length of 2m) etc. complete | Each | 7003.5 | 7003.5 | 25.0 | False | None | None | False | None | False | 175087.5 | 0 | | 4046877 | 157078 | None | vol-3 8.31 Page No:71 | 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. | Sqm | 197.4 | 197.4 | 135.0 | False | None | None | False | None | False | 26649.0 | 0 | | 4046878 | 157078 | None | vol-3 8.15 Page No:67 | 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. | Sqm | 556.5 | 556.5 | 180.0 | False | None | None | False | None | False | 100170.0 | 0 | | 4046879 | 157078 | None | vol-3 8.43 Page No: 74 | 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 | No | 383.25 | 383.25 | 120.0 | False | None | None | False | None | False | 45990.0 | 0 | | 4046880 | 157078 | None | vol-3 17-A 5 Page No: 159 | Carrying out Retro-reflectivity testing of traffic sign boards as
per IRC-67:2012 | No | 840.0 | 840.0 | 6.0 | False | None | None | False | None | False | 5040.0 | 0 | | 4046881 | 157078 | None | Vol-1 Page No: 18, Item no: 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 for All other type of structures | t | 82961.55 | 82961.55 | 0.53 | False | None | None | False | None | False | 43969.6215 | 0 | | 4046882 | 157078 | None | Vol-03 6.8.2 Page no 51 | 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) | Sqm | 1219.05 | 1219.05 | 5215.0 | False | None | None | False | None | False | 6357345.75 | 0 |
| | 1726909641000 | 0 | None | None | Roads | Drain | 16324693.05 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4046883 | 157079 | None | Vol-3 2.8(a) 10 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead By Mechanical Means Cement Concrete Grade M-15 | Cum | 754.95 | 754.95 | 87.75 | False | None | None | False | None | False | 66246.8625 | 0 | | 4046884 | 157079 | None | 1.14.1 Vol 1 8 | 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 kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 3311.4 | False | None | None | False | None | False | 354650.94 | 0 | | 4046885 | 157079 | None | 2.1.3 Vol 1 15 | 2.1 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. 2.1.3 Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 299.0 | False | None | None | False | None | False | 1880246.55 | 0 | | 4046886 | 157079 | None | 2.4.2 Vol 1 16 | Providing and laying in position 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 necessary, 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 | Cum | 6639.15 | 6639.15 | 882.0 | False | None | None | False | None | False | 5855730.3 | 0 | | 4046887 | 157079 | None | Vol-1 2.4.3 16, | Providing and laying in position 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 necessary, 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6652.8 | 6652.8 | 96.0 | False | None | None | False | None | False | 638668.8 | 0 | | 4046888 | 157079 | None | vol-I 111 Sl n-04 | form work for Item no.3 & 4 (As per Addendum I , rates for formwork shall be added on percentage basis to the finished concrete item rate. For Cement Concrete Drain Walls-35% | Cum | 2323.7 | 2323.7 | 672.6 | False | None | None | False | None | False | 1562920.62 | 0 | | 4046889 | 157079 | None | vol-I 111 Sl n-08 | form work for Item no.3 & 4 (As per Addendum I , rates for formwork shall be added on percentage basis to the finished concrete item rate. (b). All other types for foundation 3% | Cum | 199.17 | 199.17 | 305.4 | False | None | None | False | None | False | 60826.518 | 0 | | 4046890 | 157079 | None | Vol-1 Page No: 18, Item no: 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 for All other type of structures | t | 82961.55 | 82961.55 | 67.62 | False | None | None | False | None | False | 5609860.011 | 0 | | 4046891 | 157079 | None | 3.1 Vol 3 17 | Removal of Unserviceable Soil with Disposal upto a suitable
distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 3311.4 | False | None | None | False | None | False | 295542.45 | 0 |
| | 1726909641000 | 0 | None | None | Roads | Electrification | 2218893.46 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4046892 | 157080 | None | SE officer Approved ltr no 919 Dated: 29-06-2024 | Decorative light poles Fabricating and supplying and erection of of 11 mtrs long hot dip galvanised conical pole with BSEN 10025 grade S 355 JO steel plate for shaft IS 2052 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 47 m/sec for 11 mtrs pole in double / single section and single joint welded as per IS 9595/IS 10178 AWS having stone bottom 200mm , top 70mm with 3mm thick . The pole should be painted ashtetic good quality auto coat paint. The side pole should be 3 mtr height 165mm dia, 3mm thick having 1 mtr perforation from 1.5 mtr to 2.5 mtr height the poly carbonate pipe housed inside perforation along with colour changing LED visible from all sides. The foundation plate should be suitable to fix the 11 mtr bent at side of this pole the suitable alluminium head placed t the top including pc cover having 7 watt LED bulb inside. Suitable 4 Nos of m-24 long J bolts along with template and the pole shall be hot dip galvanised in single dipping with not less than 65 microns as per ASTM -A123 and 153 etc. The pole should be as shown in attached picture. | No | 38720.0 | 38720.0 | 32.0 | False | None | None | False | None | False | 1239040.0 | 0 | | 4046893 | 157080 | None | Item code 5.18.4 | Supplying & fixing miniature circuit breakers on existing MCB distri bution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.6-32 A DP | Each | 739.0 | 739.0 | 32.0 | False | None | None | False | None | False | 23648.0 | 0 | | 4046894 | 157080 | None | Item code 11.8.5 | Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, 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, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring 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. 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 ........W System Power\ consumption. LED Efficiency1301m/w, 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 manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. LED Streetlight 120 W (PWD Electrical SR 2023-24, Pg No: 45/105) | Each | 10060.0 | 10060.0 | 32.0 | False | None | None | False | None | False | 321920.0 | 0 | | 4046895 | 157080 | None | Item code 13.5 | Fixing halogen/metal halide /SVL/IL/LED floodlight fitting over existing pole / wall ceiling including clamps, bolts, nuts and wiring using suitable capacity wires (PWD Electrical SR 2023-24, Pg No: 56/105 ) | Each | 162.0 | 162.0 | 32.0 | False | None | None | False | None | False | 5184.0 | 0 | | 4046896 | 157080 | None | Item code 5.14.1 | Supply and fixing of 4 pole power contactor with NO/NC contacts on existing wood/panel board using necessary bolts, nuts, washers and wiring etc., complete with AC-3 Rating and as per IS-13947.22/25 A (PWD Electrical SR 2023-24, Pg No: 15/105 ) | Each | 2210.0 | 2210.0 | 1.0 | False | None | None | False | None | False | 2210.0 | 0 | | 4046897 | 157080 | None | Item code 5.18.8 | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.40 A TPN (PWD Electrical SR 2023-24, Pg No: 17/105 ) | Each | 3044.0 | 3044.0 | 1.0 | False | None | None | False | None | False | 3044.0 | 0 | | 4046898 | 157080 | None | Item code 5.29 | Supplying,fixingandwiring3PhaseDigitalAmmeter/Voltmeter (PWD Electrical SR 2023-24, Pg No: 19/105 ) | Each | 1425.0 | 1425.0 | 1.0 | False | None | None | False | None | False | 1425.0 | 0 | | 4046899 | 157080 | None | Item code 5.38 | Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. (PWD Electrical SR 2023-24, Pg No: 19/105 ) | Each | 515.0 | 515.0 | 3.0 | False | None | None | False | None | False | 1545.0 | 0 | | 4046900 | 157080 | None | Item code 5.41.2 | Supplying and fixing angle iron frame work fabricated out of M.S. angle iron.. and M.S. Flat......with bolts, washers etc., and paintedwith 2 coats of red oxide and then two coats of approved paint. 50 x 50 x 6 mm (PWD Electrical SR 2023-24, Pg No: 20/105 ) | m | 395.0 | 395.0 | 8.0 | False | None | None | False | None | False | 3160.0 | 0 | | 4046901 | 157080 | None | Item code 5.42.1 | Fabricating supplying and mounting MS box made out ....SWG suitable for floor /wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof lockingarrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paintand finally finished with approved colour etc., complete 14 SWG (PWD Electrical SR 2023-24, Pg No: 20/105 ) | Sq CM | 0.5 | 0.5 | 25000.0 | False | None | None | False | None | False | 12500.0 | 0 | | 4046902 | 157080 | None | Item code 3.9 | Supplying and fixing hylum plastic sheet 3mm thick with necessary nitches for fixing switches, regulators etc., and fixing on existing
wood or metal box using N. F. screws. | Sq CM | 0.35 | 0.35 | 6750.0 | False | None | None | False | None | False | 2362.5 | 0 | | 4046903 | 157080 | None | Item code 5.47 | Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts, nuts and washers etc.,.) 3-120sec setting (PWD Electrical SR 2023-24, Pg No: 21/105 ) | Each | 2315.0 | 2315.0 | 1.0 | False | None | None | False | None | False | 2315.0 | 0 | | 4046904 | 157080 | None | Item code 2.3.5 | Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS- 694:2010 6 mm2 | m | 92.0 | 92.0 | 10.0 | False | None | None | False | None | False | 920.0 | 0 | | 4046905 | 157080 | None | Item code 2.5.2 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990 3cx1.5mm2 | m | 72.0 | 72.0 | 416.0 | False | None | None | False | None | False | 29952.0 | 0 | | 4046906 | 157080 | None | Item code 5.35 | Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 32/63 A three phase 4 wire whole current class-1 Accuracy Energy Meter. | Each | 5705.0 | 5705.0 | 1.0 | False | None | None | False | None | False | 5705.0 | 0 | | 4046907 | 157080 | None | Item code 32.05 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm | Km | 141842.0 | 141842.0 | 1.15 | False | None | None | False | None | False | 163118.3 | 0 | | 4046908 | 157080 | None | Item code 32.08 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 25 Sqmm, 4 Core, (13 GI Strips - 4 x 0.8 mm) (PWD Electrical SR 2023-24, Pg No: 13/81 ) | Km | 179844.0 | 179844.0 | 0.06 | False | None | None | False | None | False | 10790.64 | 0 | | 4046909 | 157080 | None | Item code 21.05 | Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable 2.5 to 25 Sqmm | Km | 20886.0 | 20886.0 | 1.21 | False | None | None | False | None | False | 25272.06 | 0 | | 4046910 | 157080 | None | Item code 35.01 | Epoxy Terminating Kit (Pothead) suitable for 1.1 kV, LTUG Cable Up to 4C x 50 Sqmm | Set | 324.0 | 324.0 | 2.0 | False | None | None | False | None | False | 648.0 | 0 | | 4046911 | 157080 | None | Item code 1.4.1 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m (PWD Common SR 2023-24 Vol-I, Pg No:5) | Cum | 242.0 | 242.0 | 418.0 | False | None | None | False | None | False | 101156.0 | 0 | | 4046912 | 157080 | None | Item code 12.56 | Supplying, fixing, wiring, earth electrode for grounding conduits, I.C.cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia (PWD Electrical SR 2023-24, Pg No: 54/105 ) | No | 3510.0 | 3510.0 | 2.0 | False | None | None | False | None | False | 7020.0 | 0 | | 4046913 | 157080 | None | Item code 12.58.2 | GI/Copper strips for grounding connections, using necessary fixing
materials as required. 25 x 3 mm GI strip (PWD Electrical SR 2023-24, Pg No: 54/105 ) | m | 82.0 | 82.0 | 10.0 | False | None | None | False | None | False | 820.0 | 0 | | 4046914 | 157080 | None | Item code 66.04 | HDPE/PLB Pipe 50/42 mm (PWD Electrical SR 2023-24, Pg No: 30/81 ) | Km | 85014.0 | 85014.0 | 0.3 | False | None | None | False | None | False | 25504.2 | 0 | | 4046915 | 157080 | None | Item code 66.05 | HDPE/PLB Pipe 40/33 mm (PWD Electrical SR 2023-24, Pg No: 30/81 ) | Km | 62336.0 | 62336.0 | 0.9 | False | None | None | False | None | False | 56102.4 | 0 | | 4046916 | 157080 | None | Item code 2.2.1 | Providing and laying in position 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I, Pg No:15) | Cum | 6287.0 | 6287.0 | 16.0 | False | None | None | False | None | False | 100592.0 | 0 | | 4046917 | 157080 | None | Item code 2.11.a | 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 Buildings (PWD Common SR 2023-24 Vol-I, Pg No:18) | t | 89457.0 | 89457.0 | 0.48 | False | None | None | False | None | False | 42939.36 | 0 | | 4046918 | 157080 | None | Item code | Meter Deposits | Each | 6000.0 | 6000.0 | 5.0 | False | None | None | False | None | False | 30000.0 | 0 |
|
|
|---|