1706767453000 | 1 | None | None | Roads | Construction of CC Road over LLC at Hosakote Village to Madhihalli Village Road in Harapanahalli Taluk | 2194093.44 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2359857 | 69970 | None | 2.4 ii A | 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. | Hectare | 165946.2 | 165946.2 | 0.81 | False | None | None | False | None | False | 134416.422 | 0 | 2359858 | 69970 | None | Item No.1.4.1 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key
trenches, foundation of bridges and such similar 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 up to 1.5
m including cost of labour, tools & other appurtenances required to complete the work. | CUBIC METER | 195.3 | 195.3 | 1059.48 | False | None | None | False | None | False | 206916.444 | 0 | 2359859 | 69970 | None | I No:3.7 | Loosening, levelling and compacting original ground supporting embankment to facilitate placement of
first layer of embankment, scarified to a depth of 150mm, 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 | CUBIC METER | 91.35 | 91.35 | 96.45 | False | None | None | False | None | False | 8810.7075 | 0 | 2359860 | 69970 | None | 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 | Sqm | 4.2 | 4.2 | 168.75 | False | None | None | False | None | False | 708.75 | 0 | 2359861 | 69970 | None | I No: V1 1.8 | Construction of Embankment with approved materials deposited at site from roadway cutting and
excavation from drain and foundation of other structures graded with desired compaction | CUBIC METER | 118.65 | 118.65 | 31.59 | False | None | None | False | None | False | 3748.1535 | 0 | 2359862 | 69970 | None | I No:1.9 | 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. | CUBIC METER | 422.1 | 422.1 | 97.01 | False | None | None | False | None | False | 40947.921 | 0 | 2359863 | 69970 | None | Item no 2.1.2 | Providing and laying in position plain cement concrete for levelling course for all works in foundation.
The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes
machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and
all the other appurtenances required to complete the work as per technical specifications. (The cost of
steel reinforcement & formwork shall be paid separately)-Mix 1:4:8( M5) Using 40 mm nominal size
graded crushed coarse aggregates | CUBIC METER | 5632.2 | 5632.2 | 62.49 | False | None | None | False | None | False | 351956.178 | 0 | 2359864 | 69970 | None | I No. 20.29 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over
a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse
and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm,
mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using
approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125
micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing),
spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and
finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs
for 14- days, and water finishing to lines and grade as per drawing and technical specification clause
1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour,
equipments etc., complete. as per the directions of the Engineer-in-charge of the work | CUBIC METER | 6837.6 | 6837.6 | 167.3 | False | None | None | False | None | False | 1143930.48 | 0 | 2359865 | 69970 | None | I no 3.6 | onstruction 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 | CUBIC METER | 433.65 | 433.65 | 38.16 | False | None | None | False | None | False | 16548.084 | 0 | 2359866 | 69970 | None | It no : 2.51 | Providing and constructing 600 mm thick hand packed rough stone revetment with 650 to 750 mm long
through stones at 1.50 m c / c over 450 mm thick graded filter media backing consisting of sand, 10
mm down and 40 mm down approved clean, hard, graded aggregates laid in layers of 150 mm thick
each including cost of all materials for revetment and filter, machinery, labour, laying to required slopes
as per approved drawings, packing and wedging with stone chips, finishing surface etc., complete with
all lead and lifts | Sqm | 1751.4 | 1751.4 | 99.0 | False | None | None | False | None | False | 173388.6 | 0 | 2359867 | 69970 | None | I:No.8.18 iii | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in
position including finishing and lettering but excluding painting | Each | 679.35 | 679.35 | 100.0 | False | None | None | False | None | False | 67935.0 | 0 | 2359868 | 69970 | None | I:No.8.6 A ii | Retro-Reflectorised Traffic Signs - 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. -90 cm
equilateral triangle | No | 4942.35 | 4942.35 | 3.0 | False | None | None | False | None | False | 14827.05 | 0 | 2359869 | 69970 | None | I:No.8.6 A xv | Retro-Reflectorised Traffic Signs - 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. -90 cm octagon | No | 6836.55 | 6836.55 | 3.0 | False | None | None | False | None | False | 20509.65 | 0 | 2359870 | 69970 | None | I.No.21 C 4 | 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 35mmx35mmx3mm 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 | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
|