| 1708098482000 | 0 | None | None | Water supply/sewage lines | Construction of UGD line at New Zoological Park at Madbool Village in Chittapur Taluka | 33705587.81 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2665486 | 82922 | None | Code1 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, 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 and all other appurtenances to complete in the following strata.Hard rock (requiring blasting)
Depth upto 1.50 m (Common SR Volume-I 2023-24 ,item No. 1.21.1, P. No.10 )."
| Cum | 702.45 | 702.45 | 3568.5 | False | None | None | False | None | False | 2506692.825 | 0 | | 2665487 | 82922 | None | Code2 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, 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 and all other appurtenances to complete in the following strataDepth exceeding 1.5 m, but not
exceeding 3 m (Common SR Volume-I 2023-24 ,item No. 1.21.2, P. No.10 )."
| Cum | 789.6 | 789.6 | 2141.1 | False | None | None | False | None | False | 1690612.56 | 0 | | 2665488 | 82922 | None | Code3 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, 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 and all other appurtenances to complete in the following strataDepth exceeding 3 m, but not
exceeding 4.50 m (Common SR Volume-I 2023-24 ,item No. 1.21.3, P. No.10 )."
| Cum | 871.5 | 871.5 | 1546.35 | False | None | None | False | None | False | 1347644.025 | 0 | | 2665489 | 82922 | None | Code4 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, 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 and all other appurtenances to complete in the following strata Depth exceeding 3 m, but not exceeding 4.50 m
Add 5% per mt for evey additional 1.50 m depth or part thereoff beyond
4.50 m depth (Common SR Volume-I 2023-24 ,item No. 1.21.3, P. No.10 )."
| Cum | 915.08 | 915.08 | 920.7 | False | None | None | False | None | False | 842514.156 | 0 | | 2665490 | 82922 | None | Code5 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m,as per drawing and technical specifications, including setting out, shoring,strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work.In Hard Rock ( requiring blasting) Depth upto 1.50m (Common SR Volume-I
2023-24 ,item No. 1.16.1, P. No.9 )."
| Cum | 581.7 | 581.7 | 778.13 | False | None | None | False | None | False | 452638.221 | 0 | | 2665491 | 82922 | None | Code6 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m,as per drawing and
technical specifications, including setting out, shoring,strutting, barricading, caution lights, including
cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or
sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5m including cost
of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to
complete the work.Depth exceeding 1.5 m, but not exceeding 3 m (Common SR Volume-I 2023-24
,item No. 1.16.2, P. No.9 ) | Cum | 654.15 | 654.15 | 918.75 | False | None | None | False | None | False | 601000.3125 | 0 | | 2665492 | 82922 | None | Code7 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m,as per drawing and
technical specifications, including setting out, shoring,strutting, barricading, caution lights, including
cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or
sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5m including cost
of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to
complete the work.Depth exceeding 3m, but not exceeding 4.5m(Common SR Volume-I 2023-24
,item No. 1.16.3, P. No.9 ) | Cum | 746.55 | 746.55 | 972.0 | False | None | None | False | None | False | 725646.6 | 0 | | 2665493 | 82922 | None | Code8 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m,as per drawing and
technical specifications, including setting out, shoring,strutting, barricading, caution lights, including
cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or
sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5m including cost
of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to
complete the work.Depth exceeding 3m, but not exceeding 4.5m Add
5% per m3 for every additional 1.50m depth or part thereoff beyond initial 1.50 m depth if
shoring and strutting is provided.(Common SR Volume-I 2023-24 ,item No. 1.16.1 (2), P. No.9 ). | Cum | 783.88 | 783.88 | 54.0 | False | None | None | False | None | False | 42329.52 | 0 | | 2665494 | 82922 | None | Code9 | Providing and constructing of Machinehole chambers 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 and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM
plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where
the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central
drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size
including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I):
1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic
foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting,
pouring tar over M.H. frame and cover, cost of tar, horing, strutting, dewatering, engraving
Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift
for various diameters and depths noted below Constructing Table Moulded Bricks Machinehole
1.2 m internal dia. , 1.0 M depth & Heavy duty SFRC cover & frame
(Common SR Volume-V 2023-24 ,item No. 16.46.1, P. No.204 ). | Each | 26248.95 | 26248.95 | 63.0 | False | None | None | False | None | False | 1653683.85 | 0 | | 2665495 | 82922 | None | Code10 | Providing and constructing of Machinehole chambers 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 and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM
plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where
the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central
drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size
including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I):
1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic
foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting,
pouring tar over M.H. frame and cover, cost of tar, horing, strutting, dewatering, engraving
Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift
for various diameters and depths noted below Constructing Table Moulded Bricks Machinehole
1.2 m internal dia. , 2.0 M depth & Heavy duty SFRC cover & frame
(Common SR Volume-V 2023-24 ,item No. 16.46.2, P. No.204 ). | Each | 49461.3 | 49461.3 | 99.0 | False | None | None | False | None | False | 4896668.7 | 0 | | 2665496 | 82922 | None | code11 | Construction of RCC Machinehole chambers of 1:1.5:3 proportion or approved type Cast-insitu / Precast RCC Machinehole chambers,constructed using form vibrators of standard type, with
barricading,danger lighting and using of sight rails and boning rods wherever necessary, shoring and
strutting herever required using Ordinary Port Land Cement, using 1:1.5:3 proportion RCC with 20
mm and down graded jelly, well graded sand and steel of approved quality, 200 mm thick top
concrete slab, having wall thickness and raft thickness as in approved drawings and with an offset in
raft alround the chamber as in approved drawing, benching concrete with 1:6 slope towards the
central drain finished smooth, including fixing and grouting of pipes,including conveying to work
spot supply and fixing SFRC Machinehole cover and frame (Heavy duty) conforming to IS:12592
with latest amendments, on a bed of CC 1:2:4 Providing and fixing of minimum 3 mm thick
encapsulated plastic footsteps (as per IS 10910) on 12 mm dia.Grade Fe-500 steel bar (as per IS
1786) staggered at 300 mm apart as detailed in Technical specifications, including stone grit beding
wherever required, watering, curing, engraving Machinehole number with flow direction on the
inner cylindrical surface etc., complete including cost of reinforcement steel and fabrication charges
and also cost and conveyance of all materials, labour with all lead and lifts. The Pre-cast RCC
Machinehole are for various diamters and depths as stated below and as per detailed drawings,
specifications and direction of the Engineer.For 1.2m dia Machinehole: Constructing Pre-cast
RCC Machinehole 1.5 m internal dia. , 4.0 M depth &SFRC cover & frame
(Common SR Volume-V 2023-24 ,item No.16.19.4, P. No.195 | Each | 119165.55 | 119165.55 | 21.0 | False | None | None | False | None | False | 2502476.55 | 0 | | 2665497 | 82922 | None | code12 | Construction of RCC Machinehole chambers of 1:1.5:3 proportion or approved type Cast-insitu / Precast RCC Machinehole chambers,constructed using form vibrators of standard type, with
barricading,danger lighting and using of sight rails and boning rods wherever necessary, shoring and
strutting herever required using Ordinary Port Land Cement, using 1:1.5:3 proportion RCC with 20
mm and down graded jelly, well graded sand and steel of approved quality, 200 mm thick top
concrete slab, having wall thickness and raft thickness as in approved drawings and with an offset in
raft alround the chamber as in approved drawing, benching concrete with 1:6 slope towards the
central drain finished smooth, including fixing and grouting of pipes,including conveying to work
spot supply and fixing SFRC Machinehole cover and frame (Heavy duty) conforming to IS:12592
with latest amendments, on a bed of CC 1:2:4 Providing and fixing of minimum 3 mm thick
encapsulated plastic footsteps (as per IS 10910) on 12 mm dia.Grade Fe-500 steel bar (as per IS
1786) staggered at 300 mm apart as detailed in Technical specifications, including stone grit beding
wherever required, watering, curing, engraving Machinehole number with flow direction on the
inner cylindrical surface etc., complete including cost of reinforcement steel and fabrication charges
and also cost and conveyance of all materials, labour with all lead and lifts. The Pre-cast RCC
Machinehole are for various diamters and depths as stated below and as per detailed drawings,
specifications and direction of the Engineer.For 1.2m dia Machinehole: Constructing Pre-cast
RCC Machinehole 1.5 m internal dia. , 5.0 M depth & SFRC cover & frame
(Common SR Volume-V 2023-24 ,item No. 16.19.5, P. No.195 ) | Each | 145678.05 | 145678.05 | 3.0 | False | None | None | False | None | False | 437034.15 | 0 | | 2665498 | 82922 | None | code13 | Construction of RCC Machinehole chambers of 1:1.5:3 proportion or approved type Cast-insitu / Precast RCC Machinehole chambers,constructed using form vibrators of standard type, with
barricading,danger lighting and using of sight rails and boning rods wherever necessary, shoring and
strutting herever required using Ordinary Port Land Cement, using 1:1.5:3 proportion RCC with 20
mm and down graded jelly, well graded sand and steel of approved quality, 200 mm thick top
concrete slab, having wall thickness and raft thickness as in approved drawings and with an offset in
raft alround the chamber as in approved drawing, benching concrete with 1:6 slope towards the
central drain finished smooth, including fixing and grouting of pipes,including conveying to work
spot supply and fixing SFRC Machinehole cover and frame (Heavy duty) conforming to IS:12592
with latest amendments, on a bed of CC 1:2:4 Providing and fixing of minimum 3 mm thick
encapsulated plastic footsteps (as per IS 10910) on 12 mm dia.Grade Fe-500 steel bar (as per IS
1786) staggered at 300 mm apart as detailed in Technical specifications, including stone grit beding
wherever required, watering, curing, engraving Machinehole number with flow direction on the
inner cylindrical surface etc., complete including cost of reinforcement steel and fabrication charges
and also cost and conveyance of all materials, labour with all lead and lifts. The Pre-cast RCC
Machinehole are for various diamters and depths as stated below and as per detailed drawings,
specifications and direction of the Engineer.For 1.2m dia Machinehole: Constructing Pre-cast
RCC Machinehole 1.5 m internal dia. , 6.0 M depth & SFRC cover & frame
(Common SR Volume-V 2023-24 ,item No. 16.19.6, P. No.195 ). | Each | 166944.75 | 166944.75 | 1.0 | False | None | None | False | None | False | 166944.75 | 0 | | 2665499 | 82922 | None | code14 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments
ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including
jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of
specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes
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: Pipes
of SN 8, 160mm dia | Mtr | 731.85 | 731.85 | 3000.0 | False | None | None | False | None | False | 2195550.0 | 0 | | 2665500 | 82922 | None | code15 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments
ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including
jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of
specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes
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: Pipes
of SN 8, 200mm dia. | Mtr | 1085.7 | 1085.7 | 220.0 | False | None | None | False | None | False | 238854.0 | 0 | | 2665501 | 82922 | None | code16 | 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 (Common SR Volume-V 2023-24 ,item
No. 1.10, P. No.07 ). | Cum | 168.0 | 168.0 | 12370.8 | False | None | None | False | None | False | 2078294.4 | 0 | | 2665502 | 82922 | None | code17 | 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. 110 mm dia
(Common SR Volume-V 2023-24 ,item No. 16.60.1, P. No.208 ). | Each | 8540.7 | 8540.7 | 40.0 | False | None | None | False | None | False | 341628.0 | 0 | | 2665503 | 82922 | None | code18 | Design, Engineering, Supply, Installation and commissioning of 80 KLD Pre Fabricated based STP
including Coarse Screen, Fine screen, Pumping machinery, DAF Unit, Lamella Plate settler, Active
Media Filter, Active Carbon Filter, Dosing system. Disinfection system with associated piping, civil
Foundation work & Control system 80KLD Sewage Treatment Plant | Each | 8500000.0 | 8500000.0 | 1.0 | False | None | None | False | None | False | 8500000.0 | 0 | | 2665504 | 82922 | None | code19 | Providing and constructing of Machinehole chambers 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 and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM
plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where
the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central
drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size
including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I):
1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic
foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting,
pouring tar over M.H. frame and cover, cost of tar, horing, strutting, dewatering, engraving
Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift
for various diameters and depths noted below Constructing Table Moulded Bricks Machinehole
1.2 m internal dia. , 3.0 M depth & Heavy duty SFRC cover & frame
(Common SR Volume-V 2023-24 ,item No. 16.46.3, P. No.204 ) | Each | 75314.4 | 75314.4 | 33.0 | False | None | None | False | None | False | 2485375.2 | 0 |
|