| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1708584731000 | 0 | None | None | Bridges/Culverts | RE-CONSTRUCTION OF BOX CULVERT TO KAMMARAGODU GADICHOWKA-HOSAPURA-MAKONAHALLI BRIDGE AT 6.50 KM MUDIGERE TALUK, CHIKKAMAGALUR DISTRICT | 7137771.37 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2749887 | 87590 | None | VOL-3,PG.NO:10,I.NO: 2.8 ii a | 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) Lime /Cement Concrete (ii). By Mechanical means A. Cement Concrete Grade M-15 & M-20 ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 805.28 | 805.28 | 9.0 | False | None | None | False | None | False | 7247.52 | 0 | | 2749888 | 87590 | None | vol-3,pg.no:10,i.no: 2.11A | 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 MORTH Specification 202. (IV) Dismantling Stone Masonry (ii). By Mechanical means A. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 201.6 | 201.6 | 64.08 | False | None | None | False | None | False | 12918.528 | 0 | | 2749889 | 87590 | None | vol-1,pg.no:8,i.no:1.14.1 | Mechanical Means: -In all kinds of soils Depth upto 3m 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 (i) Depth upto 3 m. ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 114.24 | 114.24 | 996.0 | False | None | None | False | None | False | 113783.04 | 0 | | 2749890 | 87590 | None | vol-1,pg.no:11,i.no:1.23 | Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 3003.84 | 3003.84 | 59.17 | False | None | None | False | None | False | 177737.2128 | 0 | | 2749891 | 87590 | None | vol-1,pg.no:15,i.no:2.1.3 | 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 machineries,curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 6707.68 | 6707.68 | 42.03 | False | None | None | False | None | False | 281923.7904 | 0 | | 2749892 | 87590 | None | vol-1,pg.no:15,i.no: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 ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 7041.44 | 7041.44 | 24.78 | False | None | None | False | None | False | 174486.8832 | 0 | | 2749893 | 87590 | None | vol-1,pg.no:111,i.no:1b | Formwork , Centering & Scaffloading 3% For Foundation (b) all other types ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 211.24 | 211.24 | 24.78 | False | None | None | False | None | False | 5234.5272 | 0 | | 2749894 | 87590 | None | vol-1,pg.no:16,i.no:2.4.3 | 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 20mm nominal size graded crushed coarse aggregates. ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 7096.32 | 7096.32 | 297.97 | False | None | None | False | None | False | 2114490.4704 | 0 | | 2749895 | 87590 | None | vol-1,pg.no:112,i.no:6 | Formwork , Centering & Scaffloading 20% For Box culverts ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 1419.26 | 1419.26 | 297.97 | False | None | None | False | None | False | 422896.9022 | 0 | | 2749896 | 87590 | None | VOL-1,PG.NO:18,I.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. All other type of structures ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | t | 88492.32 | 88492.32 | 23.83 | False | None | None | False | None | False | 2108771.9856 | 0 | | 2749897 | 87590 | None | vol-3,pg.no:121,i.no:13.8 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700 ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 7628.32 | 7628.32 | 9.9 | False | None | None | False | None | False | 75520.368 | 0 | | 2749898 | 87590 | None | vol-3,pg.no:122,i.no:13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) MORTH Specification No. 1500,1600 1700 & 2704. ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 13255.2 | 13255.2 | 21.0 | False | None | None | False | None | False | 278359.2 | 0 | | 2749899 | 87590 | None | vol-3,pg.no:121,i.no:13.2 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) MORTH Specification No. 2702
---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 15647.52 | 15647.52 | 10.8 | False | None | None | False | None | False | 168993.216 | 0 | | 2749900 | 87590 | None | vol-3,pg.no:117,i.no:12.4 | 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. Reference to MORTH Spection 710.1.4 of IRC:78 and 2200 ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 2998.24 | 2998.24 | 122.4 | False | None | None | False | None | False | 366984.576 | 0 | | 2749901 | 87590 | None | vol-3,pg.no:117,i.no:12.3A | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Reference to MORTH Specification No. 710.1.4 of IRC:78 & 2200 Granular material ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 1308.16 | 1308.16 | 497.6 | False | None | None | False | None | False | 650940.416 | 0 | | 2749902 | 87590 | None | vol-3,pg.no:121,i.no:13.5 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre 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. MORTH Specification No.2703,1500,1600and 1700. ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | m | 2535.68 | 2535.68 | 28.8 | False | None | None | False | None | False | 73027.584 | 0 | | 2749903 | 87590 | None | vol-3,pg.no:123, i.no:13.15ii | Filler Joint (ii)Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | m | 153.44 | 153.44 | 41.6 | False | None | None | False | None | False | 6383.104 | 0 | | 2749904 | 87590 | None | vol-3,pg.no:123,i.no:13.15iii | Filler Joint (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 MORTH Specification No. 2605
---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | m | 258.72 | 258.72 | 41.6 | False | None | None | False | None | False | 10762.752 | 0 | | 2749905 | 87590 | None | vol-3,pg.no:124,i.no:13.15iv | Filler Joint (iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | m | 53.76 | 53.76 | 41.6 | False | None | None | False | None | False | 2236.416 | 0 | | 2749906 | 87590 | None | vol-3,pg.no:121,i.no:13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification MORTH Specification No. 2705 ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | No | 3663.52 | 3663.52 | 2.0 | False | None | None | False | None | False | 7327.04 | 0 | | 2749907 | 87590 | None | vol-3,pg.no:129,i.no:14.1 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. A. Boulder Laid Dry Without Wire Crates. MORTH Specification No. 2503 ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 2141.44 | 2141.44 | 20.16 | False | None | None | False | None | False | 43171.4304 | 0 | | 2749908 | 87590 | None | vol-3,pg.no:129,i.no:14.5 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORTH Specification No. 2504 ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 3400.32 | 3400.32 | 4.5 | False | None | None | False | None | False | 15301.44 | 0 | | 2749909 | 87590 | None | vol-3,pg.no:129,i.no:14.4A | 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. A.Stone/Boulder MORTH Specification No. 2504 ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 2141.44 | 2141.44 | 9.0 | False | None | None | False | None | False | 19272.96 | 0 |
| | 1708584731000 | 0 | None | None | Bridges/Culverts | APPROACH ROAD TO KAMMARAGODU GADICHOWKA-HOSAPURA-MAKONAHALLI BRIDGE AT 6.50 KM MUDIGERE TALUK, CHIKKAMAGALUR DISTRICT | 4147162.81 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2749910 | 87591 | None | VOL-3,PG.NO:17,I.NO:3.5 | 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 MORTH Specification No. 305.4.3 (i) By Mechanical Means Using Hydraulic excavator ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Sqm | 6.72 | 6.72 | 1032.5 | False | None | None | False | None | False | 6938.4 | 0 | | 2749911 | 87591 | None | vol-1,pg.no:7,i.no: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. ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 530.88 | 530.88 | 2212.5 | False | None | None | False | None | False | 1174572.0 | 0 | | 2749912 | 87591 | None | vol-3,pg.no:17,i.no:3.6 | 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 ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 552.16 | 552.16 | 376.31 | False | None | None | False | None | False | 207783.3296 | 0 | | 2749913 | 87591 | None | vol-3,pg.no:23,i.no:4.2 B V | 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 For Grading -V Material ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 2642.08 | 2642.08 | 409.32 | False | None | None | False | None | False | 1081456.1856 | 0 | | 2749914 | 87591 | None | vol-3,pg.no:26,i.no:4.17 | 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. ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 2866.08 | 2866.08 | 276.57 | False | None | None | False | None | False | 792671.7456 | 0 | | 2749915 | 87591 | None | vol-3,pg.no:31,i.no:5.1 | Prime Coat over WMM/WBM
(i) 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/m2 using mechanical means. ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Sqm | 45.92 | 45.92 | 1106.25 | False | None | None | False | None | False | 50799.0 | 0 | | 2749916 | 87591 | None | vol-3,pg.no:38,i.no:5.8C | Bituminous Macadam Grading II for traffic below 20 MSA
Providing and laying Bituminous Macadam with 40/60 TPH
capacity hot mix plant using crushed aggregates of specified
grading premixed with bituminous binder VG-30 @ 3.4% by
weight of mix, transported to site, laid over a previously prepared
surface with mechanical paver finisher to the required grade,
level and alignment and rolled as per clauses 501.6 and 501.7 to
achieve the desired compaction
---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 8580.32 | 8580.32 | 55.32 | False | None | None | False | None | False | 474663.3024 | 0 | | 2749917 | 87591 | None | vol-3,p.no:67,i.no:8.15 | 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. ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Sqm | 593.6 | 593.6 | 73.75 | False | None | None | False | None | False | 43778.0 | 0 | | 2749918 | 87591 | None | VOL-3,PG.NO:43,I.NO:5.31 | Providing and laying Semi Dense Bituminous Concrete with
40/60 TPH capacity hot mix plant batch type using crushed
aggregates of specified grading premixed with bituminous binder
VG-30 @ 5% by weight of mix and filler, transported to site,
laid over a previously prepared surface with mechanical paver
finisher to the required grade, level and alignment and rolled as
per MoRTH V revision. ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 11370.24 | 11370.24 | 27.66 | False | None | None | False | None | False | 314500.8384 | 0 |
| | 1708584731000 | 0 | None | None | Bridges/Culverts | RE-CONSTRUCTION OF divertion road work toKAMMARAGODU GADICHOWKA-HOSAPURA-MAKONAHALLI BRIDGE AT 6.50 KM MUDIGERE TALUK, CHIKKAMAGALUR DISTRICT | 175112.06 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2749919 | 87592 | None | vol-3,pg.no:9,i.no:2.5iib | 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 organic
soil not exceeding 150 mm in thickness By Mechanical Means using Dozer b In area of thorny jungle ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | 100 Sqm | 542.08 | 542.08 | 1.05 | False | None | None | False | None | False | 569.184 | 0 | | 2749920 | 87592 | None | vol-1,pg.no:7,i.no: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. ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | Cum | 530.88 | 530.88 | 160.89 | False | None | None | False | None | False | 85413.2832 | 0 | | 2749921 | 87592 | None | vol-3,pg.no:146,i.no: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 1101.6 1000mm dia ---- Including cost and conveyance of all materials, labour, hire charges of machineries and equipments with all lead and lifts, loading and unloading charges etc.. complete as directed as per specification and direction of Engineer in-charge of the work | m | 8912.96 | 8912.96 | 10.0 | False | None | None | False | None | False | 89129.6 | 0 |
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