| 1719920671000 | 0 | None | None | Water supply/sewage lines | Water supply related works in ward no 19, ward no 2, ward no 7, ward no 10 | 1099266.01 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3436706 | 121840 | None | item_code1 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990
with latest amendments complete with GI fittings (excluding the cost
of fittings) with cuts and threads wherever necessary, including testing
for water tightness, with all lead and commissioning. (contractor will
make his own arrangements for procuring water for testing) For: Medium Duty GI pipe of 100mm dia | Mtr | 1307.25 | 1307.25 | 20.0 | False | None | None | False | None | False | 26145.0 | 0 | | 3436707 | 121840 | None | item_code2 | Earth work excavation for pipelines/cables by Manual means upto 600 mm
trench width, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, removal of stumps and
other deleterious matter, including dressing of excavated surfaces, disposing
off or leveling the excavated earth or sorting & stacking the selected earth for
reuse in a radius of 50 m. Filling available excavated earth (excluding rock)
in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming and watering and lift
upto 1.5 m including cost of labour, tools, usage& other appurtenances required
to complete the work. Depth upto 1.50m | Cum | 508.2 | 508.2 | 141.75 | False | None | None | False | None | False | 72037.35 | 0 | | 3436708 | 121840 | None | item_code3 | Providing and installing at site of work P.V.C. pipes including cost of
pipes and specials and labour, including lowering into trenches, laying
true to line, level and perfect linking at joints leak proof including
jointing of approved type with all labour charges and all lift charges,
handling charges including encasing the pipe around to a depth not less
than 15 cms with gravel or selected earth available from the excavation
etc. complete.90mm(weight of pipe -1.313 kg)6 Kg/m2 | Mtr | 270.9 | 270.9 | 420.0 | False | None | None | False | None | False | 113778.0 | 0 | | 3436709 | 121840 | None | item_code4 | 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 | 168.0 | 168.0 | 113.4 | False | None | None | False | None | False | 19051.2 | 0 | | 3436710 | 121840 | None | item_code5 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of
variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865
with the latest amendments and of grade GGG 40/50, shaft of stainless
steel, wedge fully rubber lined with EDPM seals of NBR and the valves
should be vacum tight and 100% leak proof with face to face dimensions
as per IS 14846-2000 with the latest amendments only. The stem sealing
should be with toroidal sealing rings (minimum 2 " O " rings). Body and
bonnet should be coated with Electrostatically applied Epoxy Powder
Coating with minimum coating thickness of 250 micron both inside and
outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts
& nuts and rubber insertions etc. but excluding earth work. For PN-10:
(Note: TP set should be considered only for DI pipes estimate. For MS
pipes estimates, TP sets cost of corresponding dia shall be deducted from
the SR rates of valves and provision for corresponding dia MS flanges
should be made in the estimate.) etc. complete For Suilce Valve of PN -10.0 and 80mm | Each | 10912.65 | 10912.65 | 4.0 | False | None | None | False | None | False | 43650.6 | 0 | | 3436711 | 121840 | None | item_code6 | Earth work excavation for pipelines/cables by Manual means upto 600 mm
trench width, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, removal of stumps and
other deleterious matter, including dressing of excavated surfaces, disposing
off or leveling the excavated earth or sorting & stacking the selected earth for
reuse in a radius of 50 m. Filling available excavated earth (excluding rock)
in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming and watering and lift
upto 1.5 m including cost of labour, tools, usage& other appurtenances required
to complete the work. Depth upto 1.50m | Cum | 508.2 | 508.2 | 167.06 | False | None | None | False | None | False | 84899.892 | 0 | | 3436712 | 121840 | None | item_code7 | Providing and installing at site of work P.V.C. pipes including cost of
pipes and specials and labour, including lowering into trenches, laying
true to line, level and perfect linking at joints leak proof including
jointing of approved type with all labour charges and all lift charges,
handling charges including encasing the pipe around to a depth not less
than 15 cms with gravel or selected earth available from the excavation
etc. complete.90mm(weight of pipe -1.313 kg)6 Kg/m2 | Mtr | 270.9 | 270.9 | 495.0 | False | None | None | False | None | False | 134095.5 | 0 | | 3436713 | 121840 | None | item_code8 | 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 | 168.0 | 168.0 | 133.65 | False | None | None | False | None | False | 22453.2 | 0 | | 3436714 | 121840 | None | item_code9 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of
variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865
with the latest amendments and of grade GGG 40/50, shaft of stainless
steel, wedge fully rubber lined with EDPM seals of NBR and the valves
should be vacum tight and 100% leak proof with face to face dimensions
as per IS 14846-2000 with the latest amendments only. The stem sealing
should be with toroidal sealing rings (minimum 2 " O " rings). Body and
bonnet should be coated with Electrostatically applied Epoxy Powder
Coating with minimum coating thickness of 250 micron both inside and
outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts
& nuts and rubber insertions etc. but excluding earth work. For PN-10:
(Note: TP set should be considered only for DI pipes estimate. For MS
pipes estimates, TP sets cost of corresponding dia shall be deducted from
the SR rates of valves and provision for corresponding dia MS flanges
should be made in the estimate.) etc. complete For Suilce Valve of PN -10.0 and 80mm | Each | 10912.65 | 10912.65 | 3.0 | False | None | None | False | None | False | 32737.95 | 0 | | 3436715 | 121840 | None | item_code10 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990
with latest amendments complete with GI fittings (excluding the cost
of fittings) with cuts and threads wherever necessary, including testing
for water tightness, with all lead and commissioning. (contractor will
make his own arrangements for procuring water for testing) For: Medium Duty GI pipe of 100mm dia | Mtr | 1307.25 | 1307.25 | 20.0 | False | None | None | False | None | False | 26145.0 | 0 | | 3436716 | 121840 | None | item_code11 | 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 Cement Concrete Grade M-15 & M-20 By Manual Means | Cum | 979.65 | 979.65 | 5.85 | False | None | None | False | None | False | 5730.9525 | 0 | | 3436717 | 121840 | None | item_code12 | Disposal off the excess excavated earth of all types by vehicle including loading,
unloading with all lead and lifts, labour, HOM of machineries etc. for:Distance of 1 to 2 km | Cum | 82.95 | 82.95 | 7.2 | False | None | None | False | None | False | 597.24 | 0 | | 3436718 | 121840 | None | item_code13 | Earth work excavation for pipelines/cables by Manual means upto 600 mm
trench width, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, removal of stumps and
other deleterious matter, including dressing of excavated surfaces, disposing
off or leveling the excavated earth or sorting & stacking the selected earth for
reuse in a radius of 50 m. Filling available excavated earth (excluding rock)
in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming and watering and lift
upto 1.5 m including cost of labour, tools, usage& other appurtenances required
to complete the work. Depth upto 1.50m | Cum | 508.2 | 508.2 | 124.2 | False | None | None | False | None | False | 63118.44 | 0 | | 3436719 | 121840 | None | item_code14 | Providing and installing at site of work P.V.C. pipes including cost of
pipes and specials and labour, including lowering into trenches, laying
true to line, level and perfect linking at joints leak proof including
jointing of approved type with all labour charges and all lift charges,
handling charges including encasing the pipe around to a depth not less
than 15 cms with gravel or selected earth available from the excavation
etc. complete.90mm(weight of pipe -1.313 kg)6 Kg/m2 | Mtr | 270.9 | 270.9 | 380.0 | False | None | None | False | None | False | 102942.0 | 0 | | 3436720 | 121840 | None | item_code15 | 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 | 168.0 | 168.0 | 102.6 | False | None | None | False | None | False | 17236.8 | 0 | | 3436721 | 121840 | None | item_code16 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of
variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865
with the latest amendments and of grade GGG 40/50, shaft of stainless
steel, wedge fully rubber lined with EDPM seals of NBR and the valves
should be vacum tight and 100% leak proof with face to face dimensions
as per IS 14846-2000 with the latest amendments only. The stem sealing
should be with toroidal sealing rings (minimum 2 " O " rings). Body and
bonnet should be coated with Electrostatically applied Epoxy Powder
Coating with minimum coating thickness of 250 micron both inside and
outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts
& nuts and rubber insertions etc. but excluding earth work. For PN-10:
(Note: TP set should be considered only for DI pipes estimate. For MS
pipes estimates, TP sets cost of corresponding dia shall be deducted from
the SR rates of valves and provision for corresponding dia MS flanges
should be made in the estimate.) etc. complete For Suilce Valve of PN -10.0 and 80mm | Each | 10912.65 | 10912.65 | 2.0 | False | None | None | False | None | False | 21825.3 | 0 | | 3436722 | 121840 | None | item_code17 | Providing and laying in position Cement Concrete for all Super structures of
building , Road works, Water works, Irrigation works & super structure works
of bridges upto 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. The
cost includes all lead & lifts, cost of all materials, 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 4.73 | False | None | None | False | None | False | 32927.895 | 0 | | 3436723 | 121840 | None | item_code18 | Removing and restoring house connections (Labour Charges only) | Each | 194.25 | 194.25 | 25.0 | False | None | None | False | None | False | 4856.25 | 0 | | 3436724 | 121840 | None | item_code19 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990
with latest amendments complete with GI fittings (excluding the cost
of fittings) with cuts and threads wherever necessary, including testing
for water tightness, with all lead and commissioning. (contractor will
make his own arrangements for procuring water for testing) For: Medium Duty GI pipe of 100mm dia | Mtr | 1307.25 | 1307.25 | 10.0 | False | None | None | False | None | False | 13072.5 | 0 | | 3436725 | 121840 | None | item_code20 | 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 Cement Concrete Grade M-15 & M-20 By Manual Means | Cum | 979.65 | 979.65 | 6.75 | False | None | None | False | None | False | 6612.6375 | 0 | | 3436726 | 121840 | None | item_code21 | Disposal off the excess excavated earth of all types by vehicle including loading,
unloading with all lead and lifts, labour, HOM of machineries etc. for:Distance of 1 to 2 km | Cum | 82.95 | 82.95 | 6.75 | False | None | None | False | None | False | 559.9125 | 0 | | 3436727 | 121840 | None | item_code22 | Earth work excavation for pipelines/cables by Manual means upto 600 mm
trench width, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, removal of stumps and
other deleterious matter, including dressing of excavated surfaces, disposing
off or leveling the excavated earth or sorting & stacking the selected earth for
reuse in a radius of 50 m. Filling available excavated earth (excluding rock)
in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming and watering and lift
upto 1.5 m including cost of labour, tools, usage& other appurtenances required
to complete the work. Depth upto 1.50m | Cum | 508.2 | 508.2 | 111.38 | False | None | None | False | None | False | 56603.316 | 0 | | 3436728 | 121840 | None | item_code23 | Providing and installing at site of work P.V.C. pipes including cost of
pipes and specials and labour, including lowering into trenches, laying
true to line, level and perfect linking at joints leak proof including
jointing of approved type with all labour charges and all lift charges,
handling charges including encasing the pipe around to a depth not less
than 15 cms with gravel or selected earth available from the excavation
etc. complete.90mm(weight of pipe -1.313 kg)6 Kg/m2 | Mtr | 270.9 | 270.9 | 350.0 | False | None | None | False | None | False | 94815.0 | 0 | | 3436729 | 121840 | None | item_code24 | 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 | 168.0 | 168.0 | 94.5 | False | None | None | False | None | False | 15876.0 | 0 | | 3436730 | 121840 | None | item_code25 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of
variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865
with the latest amendments and of grade GGG 40/50, shaft of stainless
steel, wedge fully rubber lined with EDPM seals of NBR and the valves
should be vacum tight and 100% leak proof with face to face dimensions
as per IS 14846-2000 with the latest amendments only. The stem sealing
should be with toroidal sealing rings (minimum 2 " O " rings). Body and
bonnet should be coated with Electrostatically applied Epoxy Powder
Coating with minimum coating thickness of 250 micron both inside and
outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts
& nuts and rubber insertions etc. but excluding earth work. For PN-10:
(Note: TP set should be considered only for DI pipes estimate. For MS
pipes estimates, TP sets cost of corresponding dia shall be deducted from
the SR rates of valves and provision for corresponding dia MS flanges
should be made in the estimate.) etc. complete For Suilce Valve of PN -10.0 and 80mm | Each | 10912.65 | 10912.65 | 3.0 | False | None | None | False | None | False | 32737.95 | 0 | | 3436731 | 121840 | None | item_code26 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Each | 6961.5 | 6961.5 | 6.75 | False | None | None | False | None | False | 46990.125 | 0 | | 3436732 | 121840 | None | item_code27 | Removing and restoring house connections (Labour Charges only) | Each | 194.25 | 194.25 | 40.0 | False | None | None | False | None | False | 7770.0 | 0 |
|