| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1709285993000 | 0 | None | None | Bridges | Construction of Bridge at CH-268.15 | 7618249.71 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2871398 | 93677 | None | Code Vol-2 I.N0-2.11(ii)A P.N0-10 | 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-i) By Mechanical Means
Dismantling Brick / Tile work / rubble masonry / pitching / etc by
mechanical means-i) By Mechanical Means
Dismantling Brick / Tile work / rubble masonry / pitching / etc by
mechanical means ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 189.0 | 189.0 | 85.35 | False | None | None | False | None | False | 16131.15 | 0 | | 2871399 | 93677 | None | Code Vol-1 I.N0-1.15.2 P.N0-9 | 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 ordinary/soft rock without blasting -Depth exceeding 1.5 m, but not exceeding 3 m ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 446.25 | 446.25 | 424.3 | False | None | None | False | None | False | 189343.875 | 0 | | 2871400 | 93677 | None | Code Vol-1 I.N0-2.1.6 P.N0-15 | 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 20 mm nominal size graded crushed coarse aggregates ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 6555.15 | 6555.15 | 29.74 | False | None | None | False | None | False | 194950.161 | 0 | | 2871401 | 93677 | None | Code Vol-1 I.N0-2.4.4 P.N0-16 | Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite 0r trap or 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 and 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 124 Using 20 mm nominal size graded crushed coarse aggregates ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 7079.1 | 7079.1 | 99.05 | False | None | None | False | None | False | 701184.855 | 0 | | 2871402 | 93677 | None | Code Vol-1 I.N0-2.5.3 P.N0-16 | 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 7357.35 | 7357.35 | 286.97 | False | None | None | False | None | False | 2111338.7295 | 0 | | 2871403 | 93677 | None | Code Vol-1I.N0-slno-10 P.N0-111 | Addendum I-Additionalities for formwork, Centering & Scaffolding " Piers & Abutments " at 10%
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 735.74 | 735.74 | 137.71 | False | None | None | False | None | False | 101318.7554 | 0 | | 2871404 | 93677 | None | Code Vol-1 I.N0-sln0.11 P.N0-112 | Addendum I-Additionalities for formwork, Centering & Scaffolding " Earth retaining structures " at 10%
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 735.74 | 735.74 | 29.59 | False | None | None | False | None | False | 21770.5466 | 0 | | 2871405 | 93677 | None | Code Vol-1 I.N0-slno-1 P.N0-112 | Addendum I-Additionalities for formwork, Centering & Scaffolding " Solid Slab Super Structure " at 20%
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 1471.47 | 1471.47 | 119.62 | False | None | None | False | None | False | 176017.2414 | 0 | | 2871406 | 93677 | None | Code Vol-3 I.N0-13.8 P.N0-121 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 7151.55 | 7151.55 | 10.26 | False | None | None | False | None | False | 73374.903 | 0 | | 2871407 | 93677 | None | Code Vol-3 I.N0-122 P.N0-13.90 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical pecification (Batching Plant)
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 12426.75 | 12426.75 | 20.52 | False | None | None | False | None | False | 254996.91 | 0 | | 2871408 | 93677 | None | Code Vol-3 I.N0-13.2 P.N0-121 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant)
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 14669.55 | 14669.55 | 16.39 | False | None | None | False | None | False | 240433.9245 | 0 | | 2871409 | 93677 | None | Code Vol-3 I.N0-12.4 P.N0-117 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards
the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification."
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 2810.85 | 2810.85 | 100.09 | False | None | None | False | None | False | 281337.9765 | 0 | | 2871410 | 93677 | None | Code Vol-3 I.N0-12.3A P.N0-117 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. A) Granular material
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 1226.4 | 1226.4 | 231.56 | False | None | None | False | None | False | 283985.184 | 0 | | 2871411 | 93677 | None | Code Vol-3 I.N0-13.7 P.N0-121 | Drainage Spouts using 100 mm GI pipe complete as per
drawing and Technical specification"
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | No | 3434.55 | 3434.55 | 8.0 | False | None | None | False | None | False | 27476.4 | 0 | | 2871412 | 93677 | None | Code Vol-3 I.N0-12.1 P.N0-117 | Providing weep holes in Brick masonry/Plain/ Reinforced Concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per
drawing and Technical Specifications"
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | m | 144.9 | 144.9 | 76.0 | False | None | None | False | None | False | 11012.4 | 0 | | 2871413 | 93677 | None | Code Vol-3 I.N0-13.15-iii P.N0-123 | Fillerjoint iii) Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | m | 242.55 | 242.55 | 55.52 | False | None | None | False | None | False | 13466.376 | 0 | | 2871414 | 93677 | None | Code Vol-1 I.N0-2.11b P.N0-18 | 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. FOUNDATION OF BRIDGES"
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | t | 90516.3 | 90516.3 | 5.99 | False | None | None | False | None | False | 542192.637 | 0 | | 2871415 | 93677 | None | Code Vol-1 I.N0-2.11d P.N0-18 | 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. SUPER STRUCTURE OF BRIDGES"
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | t | 90990.9 | 90990.9 | 22.89 | False | None | None | False | None | False | 2082781.701 | 0 | | 2871416 | 93677 | None | Code Vol-3 I.N0-13.4 P.N0-121 | Construction of precast RCC railing of M30 Grade, aggregate size
not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. " provide crash barrier
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | m | 2445.45 | 2445.45 | 45.66 | False | None | None | False | None | False | 111659.247 | 0 | | 2871417 | 93677 | None | Code Vol-1 I.N0-SL NO. 3 P.N0-111 | Addendum I-Additionalities for formwork, Centering & Scaffolding " Foundation, Sub structure of Cross drainages " at 5%
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 353.96 | 353.96 | 99.05 | False | None | None | False | None | False | 35059.738 | 0 | | 2871418 | 93677 | None | Code Vol-3 I.N0-2.7-i-b P.N0-10 | 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-i) By Mechanical Means
Dismantling Brick / Tile work / rubble masonry / pitching / etc by
mechanical means-ii) Cement Concrete Grade M-15 & M-20 ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 979.65 | 979.65 | 151.5 | False | None | None | False | None | False | 148416.975 | 0 |
| | 1709285993000 | 0 | None | None | Bridges | Construction of Aproach Road | 12185739.18 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2871419 | 93678 | None | Code Vol-3 I.N0-3.5 P.N0-17 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 6.3 | 6.3 | 3542.0 | False | None | None | False | None | False | 22314.6 | 0 | | 2871420 | 93678 | None | Code Vol-1 I.N0-1.12 P.N0-36 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto 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.
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 99.75 | 99.75 | 422.28 | False | None | None | False | None | False | 42122.43 | 0 | | 2871421 | 93678 | None | Code Vol-3 I.N0-3.11 P.N0-18 | 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.
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 4.2 | 4.2 | 9200.0 | False | None | None | False | None | False | 38640.0 | 0 | | 2871422 | 93678 | None | Code Vol-3 I.N0-16.8B P.N0-144 | Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Mtr | 26.25 | 26.25 | 600.0 | False | None | None | False | None | False | 15750.0 | 0 | | 2871423 | 93678 | None | Code Vol-1 I.N0-1.8 P.N0-7 | Construction of Embankment 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
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 497.7 | 497.7 | 300.0 | False | None | None | False | None | False | 149310.0 | 0 | | 2871424 | 93678 | None | Code Vol-3 I.N0-3.6 P.N0-17 | 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
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 517.65 | 517.65 | 1248.07 | False | None | None | False | None | False | 646063.4355 | 0 | | 2871425 | 93678 | None | Code Vol-3 I.N0-4.1V P.N0-23 | Granular Sub-Base-Plant Mix Method 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 401For Grading -V Material."
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 2611.35 | 2611.35 | 1108.51 | False | None | None | False | None | False | 2894707.5885 | 0 | | 2871426 | 93678 | None | Code Vol-3 I.N0-4.7 P.N0-26 | 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.
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 2728.95 | 2728.95 | 1265.0 | False | None | None | False | None | False | 3452121.75 | 0 | | 2871427 | 93678 | None | Code Vol-3 I.N0-5.1 P.N0-31 | 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 0.70 kg per m2 using mechanical means.
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 43.05 | 43.05 | 5060.0 | False | None | None | False | None | False | 217833.0 | 0 | | 2871428 | 93678 | None | Code Vol-3 I.N0-5.336A P.N0-31 | Tack coat on Granular surface treated with primer-Providing and applying tack coat with RS1 Bituminous Emulsion
using emulsion pressure distributor at the rate of 0.25 kg/m2
on
Granular Surface"
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 14.7 | 14.7 | 5060.0 | False | None | None | False | None | False | 74382.0 | 0 | | 2871429 | 93678 | None | Code Vol-3 I.N0-5.12C P.N0-34 | Dense Graded Bituminous Macadam Grading - II for traffic
Greater than 20 MSA-PProviding and laying Dense Graded Bituminous Macadam with
40/60 TPH capacity HMP using crushed aggregates of specified
grading, premixed with bituminous binder VG-40, @ 4.5 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.
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 10256.4 | 10256.4 | 253.0 | False | None | None | False | None | False | 2594869.2 | 0 | | 2871430 | 93678 | None | Code Vol-3 I.N0-5.17 C P.N0-38 | Bituminous Concrete Grading II for traffic Greater than20 MSA-Providing and laying Bituminous Concrete with 40/60 TPH
capacity hot mix plant using crushed aggregates of specified
grading, premixed with bituminous binder VG-40, @ 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 ---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Cum | 11912.25 | 11912.25 | 151.8 | False | None | None | False | None | False | 1808279.55 | 0 | | 2871431 | 93678 | None | Code Vol-3 I.N0--8.5(iv) P.N0-64 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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. 60 cm equilateral triangle
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 3754.8 | 3754.8 | 1.8 | False | None | None | False | None | False | 6758.64 | 0 | | 2871432 | 93678 | None | Code Vol-3 I.N0-85(xii) P.N0-65 | 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. ( xii ) 60 cm x 45 cm rectangular each 4,250.00
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 4435.2 | 4435.2 | 1.8 | False | None | None | False | None | False | 7983.36 | 0 | | 2871433 | 93678 | None | Code Vol-3 I.N0-8.15 P.N0-67 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 556.5 | 556.5 | 184.0 | False | None | None | False | None | False | 102396.0 | 0 | | 2871434 | 93678 | None | Code Vol-3 I.N0-8.7 P.N0-65 | Direction and Place Identification Signs upto 0.9 m2 Size Board.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
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Sqm | 9460.5 | 9460.5 | 1.44 | False | None | None | False | None | False | 13623.12 | 0 | | 2871435 | 93678 | None | Code Vol-3 I.N0-8.4 P.N0-74 | 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.
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | No | 383.25 | 383.25 | 206.0 | False | None | None | False | None | False | 78949.5 | 0 | | 2871436 | 93678 | None | Code Vol-3 I.N0-8.18 P.N0--127 | Reinforced cement concrete M15 grade boundary pillars of
standard design as per IRC:25, fixed in position including
finishing and lettering but excluding painting"
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Each | 785.4 | 785.4 | 25.0 | False | None | None | False | None | False | 19635.0 | 0 |
| | 1709285993000 | 0 | None | None | Bridges | 3rd Year Maintenance | 33331.6 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2871437 | 93679 | None | SE PWD Belgaum Circale Aprooved Data rate -1 | Road maintenance for 3rd year for road with DBM+BC as wearing coat.
Maintenance of Road for 3rd year by clearing and uprooting vegetation on either sides of the road, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance."
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Km | 36230.0 | 36230.0 | 0.92 | False | None | None | False | None | False | 33331.6 | 0 |
| | 1709285993000 | 0 | None | None | Bridges | 4th Year Maintenance | 59100.8 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2871438 | 93680 | None | SE PWD Belgaum Circale Aproved Data Rate-2 | Road maintenance for 4 th year for road with DBM+BC as wearing coat.
Maintenance of Road for 4th year by clearing and uprooting vegetation on either sides of the road, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance."
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Km | 64240.0 | 64240.0 | 0.92 | False | None | None | False | None | False | 59100.8 | 0 |
| | 1709285993000 | 0 | None | None | Bridges | 5th Year Maintenance | 80674.8 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2871439 | 93681 | None | SE PWD Bgm Circale Belagavi Vide Data rate apr-3 | Road maintenance for 5 th year for road with DBM+BC as wearing coat.
Maintenance of Road for 5th year by clearing and uprooting vegetation on either sides of the road, maintanance of surface drains by clering, cleaning reshaping, deepening of side drains, stripping access soil on the shoulder surface and making up loss of metarial/irregularities on shoulder whereever necessory, maintanance and painting of 200 meter and km stones, white washing of parapet walls of CD works and tree trunks, patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDs including vent clearance. "
---- Charges with all lead and lift including other incidental charges wherever necessary for successful completion of work and as directed by the Engineer in charge of work. | Km | 87690.0 | 87690.0 | 0.92 | False | None | None | False | None | False | 80674.8 | 0 |
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