| 1727688209000 | 0 | None | None | Water supply/sewage lines | P/L of 230mm dia SW line in place of 150mm dia SW line and reconstruction of damaged manholes at Jayamahal and surrounding area coming under Jayamahal S/Stn of AEENE-2 Sub division. | 3272731.33 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4107551 | 160133 | None | code01 | Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately By Mechanical Means Bituminous course
| Cum | 322.0 | 322.0 | 147.88 | False | None | None | False | None | False | 47617.36 | 0 | | 4107552 | 160133 | None | code02 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm Depth upto 1.50m not exceeding 1.5m in width trench width as per drawing and technical specifications including setting out construction of shoring strutting barricading caution lights bracing using sight rails & bonding rods at every 100 mm wherever necessary as directed removal of stumps and other deleterious matter dressing of sides and levelling the bottom of trench to the extent required utilising the available excavated earth locally for the work etcand all other appurtenances complete in the
following strataUp to 1.5m depth.
| Cum | 262.0 | 262.0 | 586.61 | False | None | None | False | None | False | 153691.82 | 0 | | 4107553 | 160133 | None | code03 | Depth exceeding 1.5m but not exceeding 3m
| Cum | 331.0 | 331.0 | 52.75 | False | None | None | False | None | False | 17460.25 | 0 | | 4107554 | 160133 | None | code04 | Providing lowering laying, jointing, testing and commissioning of
following diameters glazed stone ware pipes, conforming to IS 651:1992,
(with 5th revision) in all respects jointing with EPDM rubber rings (seals
according to EN 681 & ASPM 425) The rubber seals joints pipe will
have groves in interior of socket and exterior of the spigot. The rubber
gasket shall be prefixed at the factory by the manufacturer rigidly with
approved glue to have leak proof joint including conveying of pipe to
work site and rolling and lowering into trenches, laying true to line,
level and perfect linking at joints testing and commissoning including
loading and unloading at both destinations and cuts of pipes wherever
necessary including jointing of GSW pipes and specials, with rubber
gaskets conforming to EN 681 and ASTM C-425 including cleaning
the socket and spigot with soap solution and applying talcum powder
for detecting crack, then applying glue and before inserting of rubber
gaskets, jacking and fixing in perfect condition including the cost of soap
solution, talcum powder and glue etc. and giving necessary hydraulic test
to the required pressure of water head with all lead and lifts including
costing of jointing materials and all necessary survey works for laying of
sewers etc., and disposal of debris as directed etc., complete. (Contractor
will make his own arrangements for procuring water for testing) with
230MM DIA
| m | 936.0 | 936.0 | 509.6 | False | None | None | False | None | False | 476985.6 | 0 | | 4107555 | 160133 | None | code05 | Providing PVC-U INDIVIDUAL U.G.D House service connection (which
shall be laid from inside the customer property ) which includes: a)
Supply of PVC-U pipe (b) providing and fixing of 315 mm dia the PE
Inspection chambres with lid consisting of inlet & outlet arrangements
with base, riser of min. 0.42 m depth which includes earth work,
fixing in CC-1:2:4 with appurtenances., complete. (c) civil works like
Earthwork excavation for the pipeline trenches for laying of PVC-U pipes
for the house connections in all types of soils , disintegrated rock,soft
rock, hard rock, including cutting of any road using , crossing drains,
compound, Dismantling of existing structures like culverts, bridges,
retaining walls and other structure comprising of masonry, c.c. wood
work, steel work, including T & P and scaffolding wherever necessary
sorting the dismantled material, disposal of unserviceable and stacking
the serviceable material with all lifts and lead , restoring the damaged
portions inside or outside the property premises, refilling the portions
of trenches that are dug open including linking to existing sewer network
with appurtenances. complete. 110MM DIA
| Each | 8134.0 | 8134.0 | 75.0 | False | None | None | False | None | False | 610050.0 | 0 | | 4107556 | 160133 | None | code06 | 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 | 411.0 | 411.0 | 234.5 | False | None | None | False | None | False | 96379.5 | 0 | | 4107557 | 160133 | None | code07 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications
| Cum | 160.0 | 160.0 | 567.23 | False | None | None | False | None | False | 90756.8 | 0 | | 4107558 | 160133 | None | code08 | 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
| Cum | 2559.0 | 2559.0 | 147.88 | False | None | None | False | None | False | 378424.92 | 0 | | 4107559 | 160133 | None | code09 | Dense Graded Bituminous Macadam Grading - I for traffic 20 MSA Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.0 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.
| Cum | 8856.0 | 8856.0 | 25.48 | False | None | None | False | None | False | 225650.88 | 0 | | 4107560 | 160133 | None | code10 | Tack coat on Bituminous surface Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom
| m | 12.0 | 12.0 | 509.6 | False | None | None | False | None | False | 6115.2 | 0 | | 4107561 | 160133 | None | code11 | Bituminous Concrete Grading I for traffic 20 MSA Providing and laying Bituminous Concrete with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.2 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
| Cum | 10705.0 | 10705.0 | 25.48 | False | None | None | False | None | False | 272763.4 | 0 | | 4107562 | 160133 | None | code12 | 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 Dismantling Stone Masonry By Manual means Rubble stone masonry in cement mortar.
| Cum | 610.0 | 610.0 | 5.4 | False | None | None | False | None | False | 3294.0 | 0 | | 4107563 | 160133 | None | code13 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)
| Cum | 6389.0 | 6389.0 | 5.4 | False | None | None | False | None | False | 34500.6 | 0 | | 4107564 | 160133 | None | code14 | Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame
| No | 29047.0 | 29047.0 | 17.0 | False | None | None | False | None | False | 493799.0 | 0 | | 4107565 | 160133 | None | code15 | For Every 0.1m Additional depth (1M TO 2M)
| No | 3173.7 | 3173.7 | 94.0 | False | None | None | False | None | False | 298327.8 | 0 | | 4107566 | 160133 | None | code16 | Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 2.0 M depth & SFRC cover & frame
| No | 60784.0 | 60784.0 | 1.0 | False | None | None | False | None | False | 60784.0 | 0 | | 4107567 | 160133 | None | code17 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work
| Cum | 85.0 | 85.0 | 72.12 | False | None | None | False | None | False | 6130.2 | 0 |
|