| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1710241529000 | 1 | None | None | Buildings | Construction of Compound Wall (Balance), Landscaping & Slab Impermo to Regional Sub Science Center in Chittapur Town, Dist. Kalaburagi. Under KKRDB Macro For the year 2023-24 | 17424704.17 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3006851 | 100311 | None | Vol-I I No. 1.5.1 Page No. 6 | Earth work excavation by manual means for drains,canals, waste weir draft,
approach channels, key trench, foundation of Bridges and such similar works,
as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, excavated surface leveled and sides neatly
dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 313.95 | 313.95 | 700.61 | False | None | None | False | None | False | 219956.5095 | 0 | | 3006852 | 100311 | None | Vol-I I No. 2.1.4 Page No. 15 | Providing and laying in position 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
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6527.85 | 6527.85 | 74.41 | False | None | None | False | None | False | 485737.3185 | 0 | | 3006853 | 100311 | None | Vol-I I No. 2.2.1 Page No. 15 | 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 | Cum | 6601.35 | 6601.35 | 89.86 | False | None | None | False | None | False | 593197.311 | 0 | | 3006854 | 100311 | None | Vol-I S R Sl No. 1 a Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Foundation upto Plinth Isolated add 8% | Cum | 528.11 | 528.11 | 43.82 | False | None | None | False | None | False | 23141.7802 | 0 | | 3006855 | 100311 | None | Vol-I S R Sl no. 9 Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70% | Cum | 4620.94 | 4620.94 | 14.05 | False | None | None | False | None | False | 64924.207 | 0 | | 3006856 | 100311 | None | Vol-I Sr Sl No. 2 Page No. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Plinth Beams of Buildings add 50% | Cum | 3300.67 | 3300.67 | 31.99 | False | None | None | False | None | False | 105588.4333 | 0 | | 3006857 | 100311 | None | Vol-I I No. 2.5.1 Page No. 16 | Providing and laying in position Cement Concrete for all Super structures of
building , Road works, Water works, Irrigation works & super structure works
of bridges upto 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. The
cost includes all lead & lifts, cost of all materials, 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 | 6961.5 | 6961.5 | 22.59 | False | None | None | False | None | False | 157260.285 | 0 | | 3006858 | 100311 | None | Vol-I S R Sl No. 9 Page no. 111 | Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for RCC Columns / Shaft (Slip Centering) add 70% | Cum | 4873.05 | 4873.05 | 22.59 | False | None | None | False | None | False | 110082.1995 | 0 | | 3006859 | 100311 | None | Vol-II I No. 5.1.1 Page No. 9 | Providing Random rubble masonry with hard stone in foundation and
plinth including levelling up with cement concrete 1:6:12 (1 cement : 6
coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth
level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 267.35 | False | None | None | False | None | False | 1575105.8925 | 0 | | 3006860 | 100311 | None | Vol-II I No. 5.4 Page No. 9 | Providing Size Stone masonry with hard stone in foundation & plinth with
Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6708.45 | 6708.45 | 80.2 | False | None | None | False | None | False | 538017.69 | 0 | | 3006861 | 100311 | None | Vol-II I No. 6.8 Page No. 14 | Providing Brick work with common burnt clay Non Modular bricks of
class designation 3.5 in superstructure above plinth level in all shapes and
sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of
all materials, labour, scaffolding and usage charges of machinery & other
incidental charges complete as per the direction of engineer incharge of
work. | Cum | 8367.45 | 8367.45 | 272.1 | False | None | None | False | None | False | 2276783.145 | 0 | | 3006862 | 100311 | None | Vol-II I No. 8.8 Page No. 42 | Providing 18 mm cement plaster in two coats under layer 12 mm thick
cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished
with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1
cement : 6 fine sand) to brick masonry including rounding off corners
wherever required smooth rendering, providing and removing scaffolding,
including cost of materials, labour, curing complete as per specifications
and as per directions of Engineer-in-charge. | Sqm | 389.55 | 389.55 | 3167.67 | False | None | None | False | None | False | 1233965.8485 | 0 | | 3006863 | 100311 | None | Vol-II I no. 11.25.2 page No. 84 | Providing and fixing Steel work welded in built up sections/ framed
work, including cutting, hoisting, fixing in position and applying a priming
coat of approved steel primer using structural steel etc. as required. In
gratings, frames, guard bar, ladder, railings, brackets, gates and similar
works including cost of materials, labour, usage charges of machinery
complete as per specifications and as per directions of the Engineer-in-Charge | Kg | 142.8 | 142.8 | 21775.87 | False | None | None | False | None | False | 3109594.236 | 0 | | 3006864 | 100311 | None | Vol-II I No. 8.34.3 Page No. 47 | Applying priming coat: With ready mixed red oxide zinc chromate
primer of approved brand and manufacture on steel galvanised iron/
steel works including preparing the surface after thorougly cleaning oil,
grease, dirt and foreign matter, cost of materials, labour complete as per
specifications and as per directions of Engineer-in-charge. | Sqm | 52.5 | 52.5 | 117.94 | False | None | None | False | None | False | 6191.85 | 0 | | 3006865 | 100311 | None | Vol-II I No. 8.33.3 Page No. 47 | Painting Steel work with Deluxe Multi Surface Paint to give an even
shade. Two coat applied @ 0.90L/10 m² over an under coat of primer
applied @ 0.80 L/10 m² of approved brand and manufacture including
preparing the surface after thorougly cleaning oil, grease, dirt and foreign
matter, cost of materials, labour complete as per specifications and as per
directions of Engineer-in-charge. | Sqm | 145.95 | 145.95 | 14.26 | False | None | None | False | None | False | 2081.247 | 0 | | 3006866 | 100311 | None | Vol-II I No. 8.31 Page No. 46 | Finishing walls with Premium Acrylic Smooth exterior paint with
Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up
resistant, Alkali & Water resistant of required shade: New work (Two
coats applied @ 1.43 L/10 m² over and including priming coat of exterior
primer applied @ 2.20 kg/10 m²) with paint of approved quality to give
an even shade, after thoroughly brooming the surface to remove all dirt,
dust, mortar drops and foreign matter including preparing the surface
even and sand paper smooth, cost of materials, labour complete as per
specifications and as per directions of Engineer-in-charge | Sqm | 186.9 | 186.9 | 3167.67 | False | None | None | False | None | False | 592037.523 | 0 | | 3006867 | 100311 | None | Vol-I I no. 2.11 a Page No. 18 | 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. | t | 93929.85 | 93929.85 | 9.79 | False | None | None | False | None | False | 919573.2315 | 0 | | 3006868 | 100311 | None | Vol-II I No. 19.30 Page No. 190 | Dismantling tiled roofing with battens, boarding etc. complete including
stacking of serviceable material and disposal of unserviceable material
to the appropriate disposal area as per direction of Engineer-in-charge. | Sqm | 150.15 | 150.15 | 1850.0 | False | None | None | False | None | False | 277777.5 | 0 | | 3006869 | 100311 | None | Vol-II I No. 15.29 Page No. 157 | Providing waterproof treatment to Raft Slab using 2 coats of acrylic
co polymer elastomeric Acrylic co-polymer elastomeric sealer &
protector. The surface shall be prepared free of tar, dust, fungus, loose
particles etc., The surface shall be applied with basecoat of healer
sealer crystallization liquid and then Acrylic co-polymer elastomeric
sealer & protector, wetting agent and liquid (1:1:6) over the prepared
surface. In addition, making haunch at junction of Wall and Slab visible
cracks are opened and sealed with flexicrack paste. Over this one coat of
flexible cementations membrane (FCM), Spreading one layer of HDPE
membrane as reinforcing material (over FCM) with one primer coat of
Acrylic co-polymer elastomeric sealer & protector & applying second
coat of Acrylic co-polymer elastomeric sealer & protector liquid over the
primer coat - conforming to ASTM C 1202, DIN 1048 part 5, The work
shall be carried out as per the directions of the Engineer in charge. | Sqm | 1102.5 | 1102.5 | 1850.0 | False | None | None | False | None | False | 2039625.0 | 0 | | 3006870 | 100311 | None | Vol-II I No. 8.31 Page No. 46 | Finishing walls with Premium Acrylic Smooth exterior paint with
Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up
resistant, Alkali & Water resistant of required shade: New work (Two
coats applied @ 1.43 L/10 m² over and including priming coat of exterior
primer applied @ 2.20 kg/10 m²) with paint of approved quality to give
an even shade, after thoroughly brooming the surface to remove all dirt,
dust, mortar drops and foreign matter including preparing the surface
even and sand paper smooth, cost of materials, labour complete as per
specifications and as per directions of Engineer-in-charge. | Sqm | 186.9 | 186.9 | 1669.93 | False | None | None | False | None | False | 312109.917 | 0 | | 3006871 | 100311 | None | Vol-II I No. 8.39 Page No. 48 | Wall painting with acrylic emulsion paint of approved brand and
manufacture to give an even shade :Two coats on new work after
thoroughly brooming the surface to remove all dirt, dust, mortar drops
and foreign matter including preparing the surface even and sand paper
smooth, cost of materials, labour complete as per specifications and as per
directions of Engineer-in-charge | Sqm | 133.35 | 133.35 | 4884.21 | False | None | None | False | None | False | 651309.4035 | 0 | | 3006872 | 100311 | None | Vol-5 I No. 10.1.7 Page No. 113 | 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: PVC pipes 110mm dia., 6 kg/sqcm & class 3 | m | 431.55 | 431.55 | 200.0 | False | None | None | False | None | False | 86310.0 | 0 | | 3006873 | 100311 | None | Vol-I I No. 1.13 Page No. 7 | Earth work in surface excavation by mechanical means for lowering & leveling
the ground without blasting for all works other than foundation in Ordinary/
Soft rock & depth not exceeding 300mm as per drawing and technical
specifications, including setting out, shoring, strutting, barricading, caution
lights, removal of stumps and other deleterious matter 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 appurtenances
required to complete the work In Ordinary/Soft rock upto 300 mm depth | Cum | 380.1 | 380.1 | 5378.41 | False | None | None | False | None | False | 2044333.641 | 0 |
| | 1710241529000 | 0 | None | None | Buildings | LAWN DEVELEOPMENT AND PLANTATION | 6557166.36 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3006874 | 100312 | None | Mexican Grass ITM.NO 12.10 I-C TRUF pag no.49-50 | SCRAPPINGANDREMOVINGTOPSOIL: Scrappingtheareabyremoving0.15msoilandremovingofunwantedplants,grassalongwithroots.25kminitialtransport,including lead, lift loading and unloading charges. (1x1x0.15mt)
1STDIGGING:Diggingoftheareafordevelopinglawnincludingremovingweeds,debris if any and breaking of clumps, watering etc. (1x1x0.45mt)
2NDDIGGING:Diggingofsoilbyremovinggrassetcifanyandlevellingofthesoiletc . (1x1x0.45mt)
procurement of quality red earth/soil and heap around pit (1x1x0.15mt)
Supplyofinputssuchassand,FYM,Redearthin1:3:6ratio.mixingandspreadingthe mixture to 7.50cm thickness wherever required
Red soil 0.0075m3
Farm Yard manure 0.0225m3
Sand 0.045m3
Supply of Fertiliser 1m2
Super Phosphate 50 gram
Neem oilcake 250gram
Bone meal 250gram
Potash 50gram
Furadan 25gram
Ammonium Sulphate 100gram
Chlorophyriphos 0.05 mili ltr
Procurement of quality lawn grass | Sqm | 614.25 | 614.25 | 9909.94 | False | None | None | False | None | False | 6087180.645 | 0 | | 3006875 | 100312 | None | Item no.12.1 Page No. 48 | clearing of land by cutting of thick and sparse growth plants(0.25 mt thickness plants and clearing of bushes along with roots( throwing away to 1.5mtr height and 50 mtr far) Normal soil | Sqm | 7.09 | 7.09 | 4954.96 | False | None | None | False | None | False | 35130.6664 | 0 | | 3006876 | 100312 | None | item no.12.3 Page No.48 | Diggingpitsofsize0.45x0.45x0.45mfilling50%ofthepitwithtopsoilandremaining50%ofpitwith1:2:3proportionofsand(0.007),FYM(0.014cm)redearth(0.021cm) and and planting of well grown tree saplings (excluding cost of plants) Normal soil | No | 71.4 | 71.4 | 250.0 | False | None | None | False | None | False | 17850.0 | 0 | | 3006877 | 100312 | None | item no.12.4 Page No.48 | Diggingpitsofsize0.45x0.45x0.45mfilling50%ofthepitwithtopsoilandremaining50%ofpitwith1:2:3proportionofsand(0.007),FYM(0.014cm)redearth(0.021cm) and planting of well grown (excluding cost of plants | No | 71.4 | 71.4 | 200.0 | False | None | None | False | None | False | 14280.0 | 0 | | 3006878 | 100312 | None | As per market rate | Cost of Shrubs As per the choise of Engineer incharge and consultants | No | 25.0 | 25.0 | 250.0 | False | None | None | False | None | False | 6250.0 | 0 | | 3006879 | 100312 | None | As per market rate | Cost of Creepers As per the choise of Engineer incharge and consultants | No | 10.0 | 10.0 | 200.0 | False | None | None | False | None | False | 2000.0 | 0 | | 3006880 | 100312 | None | item no.12.5 Page No.48 | Planting of Ground cover plants Diggingof1.0mx1.0mx0.45mareaandfilling50%oftheareawithtopsoilandremaining50%areawith1:2:3proportionofsand(0.0375cum),FYM(0.075cum)redearth(0.0112cum)andplantingofwellgrownsaplings/plants(excludingcostof plants) Normal soil | No | 332.85 | 332.85 | 50.0 | False | None | None | False | None | False | 16642.5 | 0 | | 3006881 | 100312 | None | As per market rate | Cost of Ground cover Plants As per the choise of Engineer incharge and consultants | No | 10.0 | 10.0 | 50.0 | False | None | None | False | None | False | 500.0 | 0 | | 3006882 | 100312 | None | item no.12.7 Page No.48 (a) | Growing of Flower beds Diggingof1.0mx1.0mx0.45mareaandfilling50%oftheareawithtopsoilandremaining50%areawith1:2:3proportionofsand(0.0375cum),FYM(0.075cum)redearth(0.0112cum)andplantingofwellgrownsaplings/plants(excludingcost of plants) Normal soil | No | 332.85 | 332.85 | 743.0 | False | None | None | False | None | False | 247307.55 | 0 | | 3006883 | 100312 | None | As per market rate | Cost of Flower beds Plants As per the choise of Engineer incharge and consultants | No | 35.0 | 35.0 | 743.0 | False | None | None | False | None | False | 26005.0 | 0 | | 3006884 | 100312 | None | I No. 12.9 Page No. 49 | Growing of Hedges Diggingtrenchofsize1mx0.30mx0.45mandfilling50%ofthetrenchwithtopsoil
andremaining50%trenchwith1:2:3proportionofsand(0.0112),FYM(0.0224cum) redearth (0.0336cum)andplantingofwellgrownplants(excluding cost of plants) | Rmtr | 105.0 | 105.0 | 743.0 | False | None | None | False | None | False | 78015.0 | 0 | | 3006885 | 100312 | None | As per market rate | Cost of Hedges As per the choise of Engineer incharge and consultants | No | 35.0 | 35.0 | 743.0 | False | None | None | False | None | False | 26005.0 | 0 |
| | 1710241529000 | 0 | None | None | Buildings | PATHWAY AREA | 6666409.97 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3006886 | 100313 | None | Vol-I I no. 1.5.1 Page No. 6 | Earth work excavation by manual means for drains,canals, waste weir draft,
approach channels, key trench, foundation of Bridges and such similar works,
as per drawing and technical specifications, including setting out, shoring,
strutting, barricading, caution lights, excavated surface leveled and sides neatly
dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 313.95 | 313.95 | 440.0 | False | None | None | False | None | False | 138138.0 | 0 | | 3006887 | 100313 | None | Vol-I I No. 1.8 Page No. 7 | Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all
lifts and lead, transportation to site, spreading, grading to required slope and
compacting to meet the requirement complete as per specifications, including
cost of labour,rolling,water,all materials,usage& all other appurtenaces required
to complete the work. | Cum | 497.7 | 497.7 | 7542.62 | False | None | None | False | None | False | 3753961.974 | 0 | | 3006888 | 100313 | None | Vol-III I No. 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-in-charge. (WMM/WBM Base to be paid separately if necessary as
per relevant technical specification) | Sqm | 1121.4 | 1121.4 | 2200.0 | False | None | None | False | None | False | 2467080.0 | 0 | | 3006889 | 100313 | None | Vol-III I No. 8.42.6 Page No. 74 | 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) 600 x 300 x 100 mm size | m | 279.3 | 279.3 | 1100.0 | False | None | None | False | None | False | 307230.0 | 0 |
| | 1710241529000 | 0 | None | None | Buildings | PRE CAST BENCHES | 359970.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3006890 | 100314 | None | GEM Rate | Precast RCC benches PARTH FIBROTECH Labels bearing
Type of material and Brand name
/ Manufacturer's name Precast
Concrete Reinforced Bench Seat / plank length + or - 3 mm 1500 mm Seat height + or - 3 mm
450 mm Seat width + or - 3 mm
440 mm Total bench height ( including backrest ) + or - 3 mm
1000 mm Size of wider plank + or - 3 mm
1500 mm X 200 mm X 50 mm Size of smaller plank + or - 3 mm
1500 mm X 100 mm X 50 mm Plank hole dia + or - 3 mm
14 mm Connecting holes from each end + or - 3 mm
200 mm Leg width + or - 3 mm
140 mm Distance between both legs + or - 3 mm
340 mm Product id:
5116877-28742379527 | Each | 11999.0 | 11999.0 | 30.0 | False | None | None | False | None | False | 359970.0 | 0 |
| | 1710241529000 | 0 | None | None | Buildings | Solar Street Lights | 1605757.44 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3006891 | 100315 | None | Vol-I I no. 1.14.1 Page No. 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 In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 5.01 | False | None | None | False | None | False | 536.571 | 0 | | 3006892 | 100315 | None | Vol-I I No. 2.11 b Page No. 18 | 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. Foundations of Bridges | t | 90516.3 | 90516.3 | 1.48 | False | None | None | False | None | False | 133964.124 | 0 | | 3006893 | 100315 | None | Vol-I I No. 2.1.5 page No. 15 | Providing and laying in position 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
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications. Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6463.8 | 6463.8 | 0.67 | False | None | None | False | None | False | 4330.746 | 0 | | 3006894 | 100315 | None | Vol-I I no. 2.2.1 page no. 15 | 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 | Cum | 6601.35 | 6601.35 | 1.78 | False | None | None | False | None | False | 11750.403 | 0 | | 3006895 | 100315 | None | Vol-6 I No. 32.08 Page No. 13 | 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) | Km | 179844.0 | 179844.0 | 0.85 | False | None | None | False | None | False | 152867.4 | 0 | | 3006896 | 100315 | None | Vol-6 I no. 32.05 Page No. 13 | 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 | 0.7 | False | None | None | False | None | False | 99289.4 | 0 | | 3006897 | 100315 | None | Vol-6 I no. 21.05 Page No. 52 | 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 | 1.05 | False | None | None | False | None | False | 21930.3 | 0 | | 3006898 | 100315 | None | Vol-6 I No. 29.03 Page No. 63 | Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial
pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and
Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. In Hard Soil | Cum | 389.0 | 389.0 | 265.5 | False | None | None | False | None | False | 103279.5 | 0 | | 3006899 | 100315 | None | Vol-6 I No. 29.07 page No. 63 | Refilling the cable trenches with selected available earth
from trench excavation including watering,
consolidation in layers of 15 cm. Thickness including
depositing of the surplus earth with a lead of 200 Mtr | Cum | 58.0 | 58.0 | 260.0 | False | None | None | False | None | False | 15080.0 | 0 | | 3006900 | 100315 | None | 2014-15 PWD KLB Ele SR I No. 7.20.2 Page No. 63 | Supply and laying double walled corrugated (DWC) HDPE Pipe including all necessary connecting Sockets/Couplings/Tees/Bends/End-caps of same materials in existing trench as per IS 14930 part -II suitable for drawing underground cables. 50mm OD / 38mm ID | m | 151.0 | 151.0 | 700.0 | False | None | None | False | None | False | 105700.0 | 0 | | 3006901 | 100315 | None | Vol-6 I No. 4.2.4 Page No. 11 | Fabricating, supplying and erection of .ms long hot dip Galvanized
Octagonal hot dip 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 47 m/s for .m
Pole in single section and single joint welded as per IS
9595/IS10178AWS having dimensions bottom . mm , top. mm
with 3 mm thick, suitable base plate and 4Nos of . long J bolts along
with template and the Pole shall be hot dip galvanized in single
dipping with not less than 65micron as per ASTM-A123 and 153 etc.,
(excluding foundation) as per drawing appended.6 m Top 70 mm and Bottom 130 mm dia
| Each | 11800.0 | 11800.0 | 35.0 | False | None | None | False | None | False | 413000.0 | 0 | | 3006902 | 100315 | None | Vol-6 I No. 4.6.2 page No. 12 | 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 | Each | 2100.0 | 2100.0 | 35.0 | False | None | None | False | None | False | 73500.0 | 0 | | 3006903 | 100315 | None | Vol-6 I No. 11.8.4 Page no. 46 | 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 greater than 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire greater than IK08. Power Factor greater than0.9 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 Efficiencygreater than1301m/w, nominal CRI greater than75. 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 90 W | Each | 8860.0 | 8860.0 | 35.0 | False | None | None | False | None | False | 310100.0 | 0 | | 3006904 | 100315 | None | Vol-6 I No. 2.5.7 Page No. 6 | 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 2C x 2.5 mm2 | m | 82.0 | 82.0 | 275.0 | False | None | None | False | None | False | 22550.0 | 0 | | 3006905 | 100315 | None | Vol-6 I No. 5.44.4 Page No. 21 | 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 cut-out with suitable transparent hinged flap opening for
operating MCB along with complete tamper proof SEALING facility. 600 mm x 600 mm x 170 mm | Each | 14520.0 | 14520.0 | 3.0 | False | None | None | False | None | False | 43560.0 | 0 | | 3006906 | 100315 | None | Vol-6 I No. 5.14.5 Page No. 16 | Supply and fixing of 4pole 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. 65 A | Each | 10141.0 | 10141.0 | 2.0 | False | None | None | False | None | False | 20282.0 | 0 | | 3006907 | 100315 | None | Vol-6 I No. 5.15.9 Page No. 17 | Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the
existing wood/panel board using necessary screws, bolts, nuts,
necessary phase separators, handle and wiring complete. Protection of
Overload and Short circuitwith adjustable thermal magnetic release,
Micro processor release shall have Earth Fault as per IS/IEC 60947-2 .
(Icu=100% lcs). In 4P MCCB, all Poles should have protection for
Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for
segregating Priority and Non-Priority loads must be available in the
MCCB. MCCB shall be provided with double insulation (insulation
between front cover and internal power circuits to avoid any accidental
contact with live current carrying path with the front cover open).
Multi-pole breakers shall be designed to break all the poles
simultaneously and they shall have a single mechanism.
FOUR Pole 100 A 25 kA | Each | 8487.0 | 8487.0 | 1.0 | False | None | None | False | None | False | 8487.0 | 0 | | 3006908 | 100315 | None | Vol-6 I No. 5.29 Page No. 19 | Supplying, fixing and wiring 3 Phase Digital Ammeter /
Voltmeter | Each | 1425.0 | 1425.0 | 3.0 | False | None | None | False | None | False | 4275.0 | 0 | | 3006909 | 100315 | None | Vol-6 I No. 5.38 Page No. 19 | Supplying and fixing of LED type panel board indicating lamp
with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. | Each | 515.0 | 515.0 | 9.0 | False | None | None | False | None | False | 4635.0 | 0 | | 3006910 | 100315 | None | Vol-6 I No. 5.48 Page No. 21 | Supplying and fixing Microprocessor Based Astronomical timer
Switch with using necessary bolts, nuts and washers | Each | 4843.0 | 4843.0 | 2.0 | False | None | None | False | None | False | 9686.0 | 0 | | 3006911 | 100315 | None | Vol-6 I No. 5.7.3 Page No. 14 | Supplying & fixing of Porcelain fuse channel with cut out on
existing wooden/panel using necessary nuts, bolts and washers 63 A | Each | 401.0 | 401.0 | 9.0 | False | None | None | False | None | False | 3609.0 | 0 | | 3006912 | 100315 | None | Vol-6 I No. 12.56 Page No. 54 | 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 | No | 3510.0 | 3510.0 | 3.0 | False | None | None | False | None | False | 10530.0 | 0 | | 3006913 | 100315 | None | Vol-6 I No. 5.18.1 Page No. 17 | 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. 6-32 A SP | Each | 415.0 | 415.0 | 35.0 | False | None | None | False | None | False | 14525.0 | 0 | | 3006914 | 100315 | None | 6.18.2 | Supplying & fixing GI wire (10 CWG GI wire) | m | 15.0 | 15.0 | 950.0 | False | None | None | False | None | False | 14250.0 | 0 | | 3006915 | 100315 | None | 2021-22 S R I No. 64.02 BESCOM Part-III | Supplying & fixing Aluminium Terminals Lugs-16 sqmm | No | 3.0 | 3.0 | 30.0 | False | None | None | False | None | False | 90.0 | 0 | | 3006916 | 100315 | None | Vol-6 I No. 5.41.2 Page No. 20 | 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. 50 x 50 x 6 mm | m | 395.0 | 395.0 | 10.0 | False | None | None | False | None | False | 3950.0 | 0 |
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