| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1727078963000 | 0 | None | None | Roads | Improvements to Road | 19960569.64 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4055494 | 157522 | None | P.No. 9 I.No. 2.5(II A ),(Pwd 2023-24 vol 3) | Clearing and grubbing Road Land : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top rganic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle | Sqm | 3.93 | 3.93 | 9100.0 | False | None | None | False | None | False | 35763.0 | 0 | | 4055495 | 157522 | None | P.No. 144 I.No.16.8 B Pwd 2023-24 vol 3) | 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. Mechanical Means | Mtr | 25.0 | 25.0 | 9100.0 | False | None | None | False | None | False | 227500.0 | 0 | | 4055496 | 157522 | None | P.No. 17 I.No.3.70 B Pwd 2023-24 vol 3 | Compacting Original Ground : 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 | 105.0 | 105.0 | 5118.75 | False | None | None | False | None | False | 537468.75 | 0 | | 4055497 | 157522 | None | P.No.7 I.No.1.8 Pwd 2023-24 vol 1 | 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 ecifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 474.0 | 474.0 | 5118.75 | False | None | None | False | None | False | 2426287.5 | 0 | | 4055498 | 157522 | None | P No: 153, SI No:16.35, Vol-3 of PWDSR 2023-24 | Stabilized Sub-base/Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR 5% mixed with 30% 40mm downsize crushed Aggregate.Application: (1) Rip and loosen soil soil with excavator/tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates as per mix design with rotavator. (2) Spread OPC Cement 3% by weight of soil aggregates mix and mix with tractor operated rotavator. (3) Prepare and apply Chemical (IRC Accreditation) to achieve strength of minimum 4.5mpa mixed in OMC water (1000 ppm TDS) on loose mix. Scarify the treated mix with rotavator. (4) Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve the desired density and thickness. rates include all material, labour, hire charges of machinery etc. as per MoRD specifications, Tri-party agreement. IRC SO:89 2018 & direction of Engineer-in-Charge. | Cum | 2538.0 | 2538.0 | 2730.0 | False | None | None | False | None | False | 6928740.0 | 0 | | 4055499 | 157522 | None | P.No.17 I.No.3.6 Pwd 2023-24 vol 3 | 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 | 493.0 | 493.0 | 2843.75 | False | None | None | False | None | False | 1401968.75 | 0 | | 4055500 | 157522 | None | P.No.26 I.No.4.14 B (ii(b))Pwd 2023-24 vol 3) | WBM Grading 2 Stone Screening: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam
specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying
and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (B)By Mechanical Means. | Cum | 2406.0 | 2406.0 | 1279.69 | False | None | None | False | None | False | 3078934.14 | 0 | | 4055501 | 157522 | None | P.No.155 I.No.16.39.2 Pwd 2023-24 vol 3) | Primer coat on Stabilized Soil surface. Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of surface and spraying primer at the rate of 1.0 kg/ m2 using mechanical means as per Technical Specification. | Sqm | 50.0 | 50.0 | 17062.5 | False | None | None | False | None | False | 853125.0 | 0 | | 4055502 | 157522 | None | P.No 39 I.No.5.19 Pwd 2023-24 vol 3 | Open - Graded Premix Surfacing : Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen VG-30 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot mix plant of capacity not less than 40/60 TPH laying and rolling with a smooth wheeled roller, finished to required level and grades.
| Sqm | 149.0 | 149.0 | 17062.5 | False | None | None | False | None | False | 2542312.5 | 0 | | 4055503 | 157522 | None | P.No.39 I.No.5.21 Pwd 2023-24 vol 3) | Seal Coat :Providing and laying seal coat sealing the voids in a
bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 508 Case - II : Type B using VG-30 Bitumen | Sqm | 52.0 | 52.0 | 9562.5 | False | None | None | False | None | False | 497250.0 | 0 | | 4055504 | 157522 | None | P.No.44 I.No.5.35 Pwd 2023-24 vol 3) | Microsurfacing as per IRC SP 81:2008 :Providing and laying Micro Surfacing Course Type II for traffic 1500CVPD with 6mm thickness as per IRC SP 81:2008 on existing structural sound & distressed pavement surface. (It is to be applied over an existing pavement surface which is structurally sound, but the surface is showing signs of premature ageing, aggregate loss, high degree of polishing, oxidation / hungry surface ) comprising of aggregates confirming to section 514 of MoRTH Specification. The Modified Bitumen Emulsion @ 10%, Filler cement @ 2%, Additive @ 0.5% and water as per requirement, aggregates as per Table 500-27. All these ingredients are mixed with required quantity of water to prepare semi fluid mass. The mix shall be spread mechanically using Microsurfacing Paver. The Cost includes cleaning of surface with Air compresser, laying and compacting to provide even riding surface and shall be rolling by Pneumatic Tyre Roller and ensure excessive movement does not occur, including cost of all materials, labour, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting, etc complete as per technical specification. | Sqm | 163.0 | 163.0 | 7500.0 | False | None | None | False | None | False | 1222500.0 | 0 | | 4055505 | 157522 | None | P.No.78 I.No.8.54 Pwd 2023-24 vol 3 | Providing and fixing citizen informatory board : Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape
of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation,refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 | Nos | 9000.0 | 9000.0 | 1.0 | False | None | None | False | None | False | 9000.0 | 0 | | 4055506 | 157522 | None | P.No.65 I.No.8.7 Pwd 2023-24 vol 3) | Direction and Place Identification signs upto 0.9 sqm size board. A.Retro-reflectorised Traffic Signs. 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
| Sqm | 9010.0 | 9010.0 | 2.0 | False | None | None | False | None | False | 18020.0 | 0 | | 4055507 | 157522 | None | P.No.67 I.No.8.16(ii) Pwd 2023-24 vol 3) | Kilometre Stone: Reinforced cement concrete M15grade kilometre stone
of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) Ordinary Kilometer Stone (Precast)
| Nos | 2927.0 | 2927.0 | 4.0 | False | None | None | False | None | False | 11708.0 | 0 | | 4055508 | 157522 | None | P.No.67 I.No.8.16(ii) Pwd 2023-24 vol 3) | Kilometre Stone: Reinforced cement concrete M15grade kilometre stone
of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast)200 m stone (precast) | Nos | 842.0 | 842.0 | 16.0 | False | None | None | False | None | False | 13472.0 | 0 | | 4055509 | 157522 | None | P.No.66 I.No.8.13 Pwd 2023-24 vol 3) | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work : Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, emarcation at site and traffic control Up to 10 cm in width | Sqm | 172.0 | 172.0 | 910.0 | False | None | None | False | None | False | 156520.0 | 0 |
| | 1727078963000 | 0 | None | None | Roads | Construction of 1rows CD 5No.s | 962446.41 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4055510 | 157523 | None | PWD SR 23-24 VOL-1 Pg 5 It 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. | Cum | 242.0 | 242.0 | 51.77 | False | None | None | False | None | False | 12528.34 | 0 | | 4055511 | 157523 | None | PWD SR 23-24 VOL-1 Pg 7 It 1.8 | 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 | 474.0 | 474.0 | 172.38 | False | None | None | False | None | False | 81708.12 | 0 | | 4055512 | 157523 | None | PWD SR 23-24 VOL-3 Pg 117 It 12.3A | Back filling behind abutment, wing wall and return wall
complete including compaction as per drawing and Technical
Specification | Cum | 1168.0 | 1168.0 | 26.12 | False | None | None | False | None | False | 30508.16 | 0 | | 4055513 | 157523 | None | PWD SR 23-24 VOL-1 Pg 15 It 2.1.4 | 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.(The Cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6217.0 | 6217.0 | 5.93 | False | None | None | False | None | False | 36866.81 | 0 | | 4055514 | 157523 | None | PWD SR 23-24 VOL-1 Pg 16 It 2.4.1 | 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.(The cost of steel reinforcement & formwork to be paid separately)Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates add 8% for entering | Cum | 6916.32 | 6916.32 | 51.75 | False | None | None | False | None | False | 357919.56 | 0 | | 4055515 | 157523 | None | PWD SR 23-24 VOL-3 Pg 146 It 16.15B | Providing and Laying Reinforced Cement Concrete Pipe
NP3 as per design in Single Row
Providing and laying reinforced cement concrete pipe NP3
for culverts on first class bedding of granular material in
single row including fixing collar with cement mortar 1:2
but excluding excavation, protection works, backfilling,
concrete and masonry works in head walls and parapets
Clause 1101.66 | Rmtr | 7958.0 | 7958.0 | 30.0 | False | None | None | False | None | False | 238740.0 | 0 | | 4055516 | 157523 | None | PWD SR 23-24 VOL-3 Pg 129 It 14.40 | Providing and laying Pitching on slopes laid over prepared
filter media including boulder apron laid dry in front of toe
of embankment complete as per drawing and Technical
specifications | Cum | 1912.0 | 1912.0 | 36.0 | False | None | None | False | None | False | 68832.0 | 0 | | 4055517 | 157523 | None | PWD SR 23-24 VOL-1 Pg 18 It 2.11b | 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 | Tonne | 86206.0 | 86206.0 | 1.57 | False | None | None | False | None | False | 135343.42 | 0 |
| | 1727078963000 | 0 | None | None | Roads | Construction of 2rows CD 5No.s | 1394890.46 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4055518 | 157524 | None | PWD SR 23-24 VOL-1 Pg 5 It 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. | Cum | 242.0 | 242.0 | 86.47 | False | None | None | False | None | False | 20925.74 | 0 | | 4055519 | 157524 | None | PWD SR 23-24 VOL-1 Pg 7 It 1.8 | 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 | 474.0 | 474.0 | 64.26 | False | None | None | False | None | False | 30459.24 | 0 | | 4055520 | 157524 | None | PWD SR 23-24 VOL-3 Pg 117 It 12.3A | Back filling behind abutment, wing wall and return wall
complete including compaction as per drawing and Technical
Specification | Cum | 1168.0 | 1168.0 | 83.96 | False | None | None | False | None | False | 98065.28 | 0 | | 4055521 | 157524 | None | PWD SR 23-24 VOL-1 Pg 15 It 2.1.4 | 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.(The Cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6217.0 | 6217.0 | 10.02 | False | None | None | False | None | False | 62294.34 | 0 | | 4055522 | 157524 | None | PWD SR 23-24 VOL-1 Pg 16 It 2.4.1 | 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.(The cost of steel reinforcement & formwork to be paid separately)Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates add 8% for entering | Cum | 6916.32 | 6916.32 | 93.69 | False | None | None | False | None | False | 647990.0208 | 0 | | 4055523 | 157524 | None | PWD SR 23-24 VOL-3 Pg 146 It 16.15B | Providing and Laying Reinforced Cement Concrete Pipe
NP3 as per design in Single Row
Providing and laying reinforced cement concrete pipe NP3
for culverts on first class bedding of granular material in
single row including fixing collar with cement mortar 1:2
but excluding excavation, protection works, backfilling,
concrete and masonry works in head walls and parapets
Clause 1101.66 | Rmtr | 7958.0 | 7958.0 | 30.0 | False | None | None | False | None | False | 238740.0 | 0 | | 4055524 | 157524 | None | PWD SR 23-24 VOL-3 Pg 129 It 14.40 | Providing and laying Pitching on slopes laid over prepared
filter media including boulder apron laid dry in front of toe
of embankment complete as per drawing and Technical
specifications | Cum | 1912.0 | 1912.0 | 36.0 | False | None | None | False | None | False | 68832.0 | 0 | | 4055525 | 157524 | None | PWD SR 23-24 VOL-1 Pg 18 It 2.11b | 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 | Tonne | 86206.0 | 86206.0 | 2.64 | False | None | None | False | None | False | 227583.84 | 0 |
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