| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1707375416000 | 0 | None | None | Water supply/sewage lines | Laying of HDPE pipeline near Malli house ward no 07 of Ballari city | 338271.59 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2505453 | 76179 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately.
vol 3 it no 2.19 p no 12 | Cum | 591.15 | 591.15 | 15.15 | False | None | None | False | None | False | 8955.9225 | 0 | | 2505454 | 76179 | None | code02 | Earth work excavation for pipelines or 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.. All kinds of soils. Depth upto 1.50 m DSR 2023-24 V- item no 1.6.1 SOR code Page no 8 | Cum | 508.2 | 508.2 | 109.08 | False | None | None | False | None | False | 55434.456 | 0 | | 2505455 | 76179 | None | code03 | 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 per sqcm & class 3 PWD SR 23-24 VOLUME -5 . Item No. 10.1.7 Page No. | m | 431.55 | 431.55 | 38.0 | False | None | None | False | None | False | 16398.9 | 0 | | 2505456 | 76179 | None | code04 | 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 by 50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100percent 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 | No | 10912.65 | 10912.65 | 1.0 | False | None | None | False | None | False | 10912.65 | 0 | | 2505457 | 76179 | None | code05 | 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 by 50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100percent 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 100mm | No | 11428.2 | 11428.2 | 2.0 | False | None | None | False | None | False | 22856.4 | 0 | | 2505458 | 76179 | None | code06 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete Contractor will make his own arrangements for procuring water for testing etc. complete. NOTE Upto 110mm dia Coil shall be used.
For HDPE PE 80 PN 6.0 dsr 2023-24 item no 9.1.4 VOLU-5 9.1.4 HDPE Grade PE80-PN6.0,110mm dia m | m | 492.45 | 492.45 | 202.0 | False | None | None | False | None | False | 99474.9 | 0 | | 2505459 | 76179 | None | code07 | Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. PWD SR VOL-5 ITEM NO.9.17.1 PAGE NO 107 100 ID COUPLER - fitting for 100mm dia pipes Each | Each | 137.55 | 137.55 | 48.0 | False | None | None | False | None | False | 6602.4 | 0 | | 2505460 | 76179 | None | code08 | Refilling available earth around trenches or 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 DSR 2023-24 V - 1 item no1.10
page no.1 | Cum | 168.0 | 168.0 | 109.08 | False | None | None | False | None | False | 18325.44 | 0 | | 2505461 | 76179 | None | code09 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite or trap or 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 machinery, curing, and all the other app pwd sr vol 1 2.1.6 Mix 1-2-4 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6555.15 | 6555.15 | 15.15 | False | None | None | False | None | False | 99310.5225 | 0 |
| | 1707375416000 | 0 | None | None | Water supply/sewage lines | Laying of HDPE pipeline near Kamela Govt Hospital from Babasaheb house to Eeramma house ward no 07 of Ballari city | 506391.19 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2505462 | 76180 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately.
vol 3 it no 2.19 p no 12 | Cum | 591.15 | 591.15 | 28.35 | False | None | None | False | None | False | 16759.1025 | 0 | | 2505463 | 76180 | None | code02 | Earth work excavation for pipelines or 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.. All kinds of soils. Depth upto 1.50 m DSR 2023-24 V- item no 1.6.1 SOR code Page no 8 | Cum | 508.2 | 508.2 | 170.1 | False | None | None | False | None | False | 86444.82 | 0 | | 2505464 | 76180 | None | code03 | 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 per sqcm & class 3 PWD SR 23-24 VOLUME -5 . Item No. 10.1.7 Page No. | m | 431.55 | 431.55 | 45.0 | False | None | None | False | None | False | 19419.75 | 0 | | 2505465 | 76180 | None | code04 | 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 by 50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100percent 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 100mm | No | 11428.2 | 11428.2 | 4.0 | False | None | None | False | None | False | 45712.8 | 0 | | 2505466 | 76180 | None | code05 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete Contractor will make his own arrangements for procuring water for testing etc. complete. NOTE Upto 110mm dia Coil shall be used.
For HDPE PE 80 PN 6.0 dsr 2023-24 item no 9.1.4 VOLU-5 9.1.4 HDPE Grade PE80-PN6.0,110mm dia m | m | 492.45 | 492.45 | 300.0 | False | None | None | False | None | False | 147735.0 | 0 | | 2505467 | 76180 | None | code06 | Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. PWD SR VOL-5 ITEM NO.9.17.1 PAGE NO 107 100 ID COUPLER - fitting for 100mm dia pipes Each | Each | 137.55 | 137.55 | 50.0 | False | None | None | False | None | False | 6877.5 | 0 | | 2505468 | 76180 | None | code07 | Refilling available earth around trenches or 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 DSR 2023-24 V - 1 item no1.10
page no.1 | Cum | 168.0 | 168.0 | 170.1 | False | None | None | False | None | False | 28576.8 | 0 | | 2505469 | 76180 | None | code08 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite or trap or 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 machinery, curing, and all the other app pwd sr vol 1 2.1.6 Mix 1-2-4 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6555.15 | 6555.15 | 23.625 | False | None | None | False | None | False | 154865.41875 | 0 |
| | 1707375416000 | 0 | None | None | Water supply/sewage lines | Laying of HDPE water supply pipeline from Pompanna house to Bojanna house and Durganna house to SathyaReddy house ward no 08 of Ballari city | 762072.15 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2505470 | 76181 | None | code01 | Dismantling of cement concrete pavement by mechanical means
using pneumatic tools, breaking to pieces not exceeding 0.02 m3
in volume and stock piling at designated locations and disposal of
dismantled materials and stacking serviceable and unserviceable
materials separately DSR 2023-24 V-3 item no 2.19 | Cum | 591.15 | 591.15 | 3.0 | False | None | None | False | None | False | 1773.45 | 0 | | 2505471 | 76181 | None | code02 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical
means 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 etc., and all other appurtenances complete in the
following strata. DSR 2023-24 V-1 item no
1.17.1 All kinds of soils. Depth upto 1.50 m | Cum | 275.1 | 275.1 | 240.0 | False | None | None | False | None | False | 66024.0 | 0 | | 2505472 | 76181 | None | code03 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per
relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete Contractor will make his own arrangements for procuring water for testing etc.
Note Upto 110mm dia Coil shall be used. vol 5 dsr 2023-24 item no 9.1.3 HDPE Grade PE80-PN6.0, 90mm dia | m | 337.05 | 337.05 | 400.0 | False | None | None | False | None | False | 134820.0 | 0 | | 2505473 | 76181 | None | code04 | Providing and installation of Class SN8 Double Wall Corrugated HDPE
Specials outer wall corrugated and inner wall smooth piping system
in accordance with IS 16098 part 2 and conveying to work site and
lowering into trenches, laying true to line and level and perfect linking
at joints with the help of two O rings and a coupler of suitable size,
including loading and unloading at both destination and cutting of pipes
where ever necessary including jointing with all labour, all lead and lift
including encasing the Specials around to a depth of not less than 15
cm with screened soft soil available from the excavated soil. The testing
commissioning including necessary hydraulic test to the required
pressure as per ISS shall be done the contractor shall have to make his
own arrangement for procuring water for testing etc complete vol 5 DSR 2023-24 90 MM ELECTRO FUSION COUPLER | No | 242.55 | 242.55 | 20.0 | False | None | None | False | None | False | 4851.0 | 0 | | 2505474 | 76181 | None | code05 | Providing and installation of Class SN8 Double Wall Corrugated HDPE
Specials outer wall corrugated and inner wall smooth piping system
in accordance with IS 16098 part 2 and conveying to work site and
lowering into trenches, laying true to line and level and perfect linking
at joints with the help of two O rings and a coupler of suitable size,
including loading and unloading at both destination and cutting of pipes
where ever necessary including jointing with all labour, all lead and lift
including encasing the Specials around to a depth of not less than 15
cm with screened soft soil available from the excavated soil. The testing
commissioning including necessary hydraulic test to the required
pressure as per ISS shall be done the contractor shall have to make his
own arrangement for procuring water for testing etc complete vol 5 DSR 2023-24 I NO9.17.36 90 X75 MM ELECTRO FUSION REDUCER | No | 529.2 | 529.2 | 20.0 | False | None | None | False | None | False | 10584.0 | 0 | | 2505475 | 76181 | None | code06 | Providing and installation of Class SN8 Double Wall Corrugated HDPE
Specials outer wall corrugated and inner wall smooth piping system
in accordance with IS 16098 part 2 and conveying to work site and
lowering into trenches, laying true to line and level and perfect linking
at joints with the help of two O rings and a coupler of suitable size,
including loading and unloading at both destination and cutting of pipes
where ever necessary including jointing with all labour, all lead and lift
including encasing the Specials around to a depth of not less than 15
cm with screened soft soil available from the excavated soil. The testing
commissioning including necessary hydraulic test to the required
pressure as per ISS shall be done the contractor shall have to make his
own arrangement for procuring water for testing etc complete vol 5 DSR 2023-2490 MM ELECTRO FUSION TEE I NO 9.17.32 | No | 554.4 | 554.4 | 20.0 | False | None | None | False | None | False | 11088.0 | 0 | | 2505476 | 76181 | None | code07 | 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 40by50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves
should be vacum tight and 100percent 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 DSR 2023-24 VOL 5 , I NO 2.23.3 For Suilce Valve of PN -10.0 and 100mm | No | 11428.2 | 11428.2 | 6.0 | False | None | None | False | None | False | 68569.2 | 0 | | 2505477 | 76181 | None | code08 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing
& testing and commissioning of MS specials of minimum 8mm thick
such as bends, tail pieces, reduces etc. conforming to IS-7322-1985
with latest amendments and including perfect linking and welding of
joints to correct position includng cost and conveyance of materials
with all lead and lifts, cost all labour and giving satisfactory hydraulic
test as per IS-3589-2001 with latest amendments for test pressure and
working pressure both at factory and site etc. complete as per detailed
specifications with inside lining two coat of food grade epoxy painting
of approved make with Each coat of 250 micron thick after dry over
one coat of food grade epoxy primer of approved make with minium of
50 micron thick after dry and outside 25mm thick coating in CM 1-3
by providing 50x50mm weld mesh including loading and unloading of
the pipes for the following category to suit PSC - MS - CI - AC - DI -
PVC pipes. The weight of MS shell only by considered before lining and
coating for arriving at the rate. The thickness of plate will be specified by
the engineer. Contractor will make his own arrangements for procuring
water for testing for Note 1 For small works where the C.M. lining is
not practicable for inside surface of the pipe, food grade expoxy painting
of two coat over one coat of epoxy primer may be proposed and got
approved. 2 The above rates are applicable only for pipe works etc.
complete b DSR 2023-24.it no.5.37.1 Pipe bends,branches, tail pieces, reducers etc. for upto 500mm dia pipe | Kg | 178.5 | 178.5 | 450.0 | False | None | None | False | None | False | 80325.0 | 0 | | 2505478 | 76181 | None | code09 | Refilling available earth around trenches or pipelines, cables in layers not exceeding 20 cm 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 DSR 2023-24 VOL1 item no1.10 | Cum | 168.0 | 168.0 | 240.0 | False | None | None | False | None | False | 40320.0 | 0 | | 2505479 | 76181 | None | code10 | Providing house connection with excavation in all types of soils cutting
with machine cutter without damaging the other utilities and Providing
and laying of MDPE pipe PE80 PN 12.5 manufactured in accordance
with ISO 4427-1996 with minimum required strength of 8 Mpa, hydraulic
design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm
GI pipe by making the bore of 15mm dia. size on the distribution mains
using drilling bits or machines only and laying the pipe line at a depth
not less than 0.45 mtrs. from the road surface, including providing
40mm dia. A class GI pipe as casing over the MDPE pipe from the bore
point and upto the entrance of the premises and removing the stone
slab covering of the drain and dismantling the size stone masonry
wherever necessary and making bore in the wall of the premises. On
entering the premises, connection should be continued with 20mm GI
pipe by making U shape for the meter point below the ground level by
making pit with sufficient space for the easy installation and removal
of the water meter and providing vertical stand pipes on both sides of
the meter. The connection should be secured firmly on the distribution
main pipe with SS-Brass ferrule of size 1by2 x 3 by4 and fixing the union
joint and gate valve or stop cock before the meter point and a reflex valve
or nonreturn valve should be fixed on the connection after the meter
point. All these fixtures should be of standard quality conforming to IS.
The compression fittings for MDPE pipes conforming to ISO 14236 and
its latest versions. If the connection is of HDPE pipe the work include
electric fusion tapping T or saddles, PE 100 black colour pipe of PN 16
by SDR 11 or Higher grade conforming to standards with brass cutter
cum flow regulator, water tight cap with O ring, long spigot for making
bore or tapping suitable to HDPE pipe by Electro fusion welding as per BS
EN 12201 3 & EN 1555-3 standards. The Product should be tested to
comply with BS 6920 for drinking water service in WRC-NSF, UK and
DVGW certificate, Germany. The Saddle should be manufactured Virgin
Compounded PE 100 material. Tapping Tee or Saddles with coupler and
compression fittings with cost of GI pipes, as per diagram, all specials
such as GI tee, GI elbow, GI coupler, stopper with appurtenances, and
brass or SS tap The excavated trench should be refilled with soft selected
earth and the dismantled masonry of the drain should be re-constructed
with available size stones in CM 1-8 and providing coping in CC 1-3-6
wherever required and the stone slab covering should be refixed in
position with pointing in CM 1-3 and also the bored wall of the premises
should be redone to the original position and the rates are inclusive of
the cost of all the materials, cement, sand water etc., required for these
works. The road suface should be compacted well and brought to the
original condition and the excess earth or debris should be disposed off
to a distance with an initial lead of 10 Kms.etc. complete for the following
diameter for minimum length of 2m etc. complete
Tee or Saddles with coupler and compression fittings with cost of GI
pipes, all specials such as GI tee, GI elbow, GI coupler, stopper with
appurtenances, and brass or SS tap The excavated trench should be refilled
with soft selected earth and the dismantled masonry of the drain should
be reconstructed with available size stones in CM 1-8 and providing
coping in CC 1-3-6 wherever required and the stone slab covering should
be refixed in position with pointing in CM 1-3 and also the bored wall
of the premises should be redone to the original position and the rates
are inclusive of the cost of all the materials, cement, sand water etc.,
required for these works. The road suface should be compacted well and
| Each | 6874.35 | 6874.35 | 50.0 | False | None | None | False | None | False | 343717.5 | 0 |
| | 1707375416000 | 0 | None | None | Water supply/sewage lines | Laying of HDPE water supply pipeline from Dr. Basha house to Anjanappa house ward no 08 of Ballari city | 507564.75 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2505480 | 76182 | None | code01 | Dismantling of Flexible pavements and disposal of dismantled
materials and stacking serviceable and unserviceable materials
separately By Mechanical Means
A Bituminous course PWD SR 2023-24,VOL 3 I NO 2.18 | Cum | 338.1 | 338.1 | 22.0 | False | None | None | False | None | False | 7438.2 | 0 | | 2505481 | 76182 | None | code02 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical
means 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 etc., and all other appurtenances complete in the
following strata. DSR 2023-24 V-1 item no
1.17.1 All kinds of soils. Depth upto 1.50 m | Cum | 275.1 | 275.1 | 220.0 | False | None | None | False | None | False | 60522.0 | 0 | | 2505482 | 76182 | None | code03 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per
relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete Contractor will make his own arrangements for procuring water for testing etc.
Note: Upto 110mm dia Coil shall be used. vol 5 dsr 2023-24 item no 9.2.39.2.3 HDPE Grade PE80-PN8.0,90mm dia | m | 521.43 | 521.43 | 220.0 | False | None | None | False | None | False | 114714.6 | 0 | | 2505483 | 76182 | None | code04 | Providing and installation of Class SN8 Double Wall Corrugated HDPE
Specials outer wall corrugated and inner wall smooth piping system
in accordance with IS 16098 part 2 and conveying to work site and
lowering into trenches, laying true to line and level and perfect linking
at joints with the help of two O rings and a coupler of suitable size,
including loading and unloading at both destination and cutting of pipes
where ever necessary including jointing with all labour, all lead and lift
including encasing the Specials around to a depth of not less than 15
cm with screened soft soil available from the excavated soil. The testing
commissioning including necessary hydraulic test to the required
pressure as per ISS shall be done the contractor shall have to make his
own arrangement for procuring water for testing etc complete vol 5 DSR 2023-24 90 MM ELECTRO FUSION COUPLER | No | 242.55 | 242.55 | 10.0 | False | None | None | False | None | False | 2425.5 | 0 | | 2505484 | 76182 | None | code05 | Providing and installation of Class SN8 Double Wall Corrugated HDPE
Specials outer wall corrugated and inner wall smooth piping system
in accordance with IS 16098 part 2 and conveying to work site and
lowering into trenches, laying true to line and level and perfect linking
at joints with the help of two O rings and a coupler of suitable size,
including loading and unloading at both destination and cutting of pipes
where ever necessary including jointing with all labour, all lead and lift
including encasing the Specials around to a depth of not less than 15
cm with screened soft soil available from the excavated soil. The testing
commissioning including necessary hydraulic test to the required
pressure as per ISS shall be done the contractor shall have to make his
own arrangement for procuring water for testing etc complete vol 5 DSR 2023-24 I NO9.17.36 90 X75 MM ELECTRO FUSION REDUCER | No | 529.2 | 529.2 | 10.0 | False | None | None | False | None | False | 5292.0 | 0 | | 2505485 | 76182 | None | code06 | Providing and installation of Class SN8 Double Wall Corrugated HDPE
Specials outer wall corrugated and inner wall smooth piping system
in accordance with IS 16098 part 2 and conveying to work site and
lowering into trenches, laying true to line and level and perfect linking
at joints with the help of two O rings and a coupler of suitable size,
including loading and unloading at both destination and cutting of pipes
where ever necessary including jointing with all labour, all lead and lift
including encasing the Specials around to a depth of not less than 15
cm with screened soft soil available from the excavated soil. The testing
commissioning including necessary hydraulic test to the required
pressure as per ISS shall be done the contractor shall have to make his
own arrangement for procuring water for testing etc complete vol 5 DSR 2023-2490 MM ELECTRO FUSION TEE I NO 9.17.32 | No | 554.4 | 554.4 | 10.0 | False | None | None | False | None | False | 5544.0 | 0 | | 2505486 | 76182 | None | code07 | 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 40by50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves
should be vacum tight and 100percent 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 DSR 2023-24 VOL 5 , I NO 2.23.3 For Suilce Valve of PN -10.0 and 80mm | No | 10912.65 | 10912.65 | 3.0 | False | None | None | False | None | False | 32737.95 | 0 | | 2505487 | 76182 | None | code08 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing
& testing and commissioning of MS specials of minimum 8mm thick
such as bends, tail pieces, reduces etc. conforming to IS-7322-1985
with latest amendments and including perfect linking and welding of
joints to correct position includng cost and conveyance of materials
with all lead and lifts, cost all labour and giving satisfactory hydraulic
test as per IS-3589-2001 with latest amendments for test pressure and
working pressure both at factory and site etc. complete as per detailed
specifications with inside lining two coat of food grade epoxy painting
of approved make with Each coat of 250 micron thick after dry over
one coat of food grade epoxy primer of approved make with minium of
50 micron thick after dry and outside 25mm thick coating in CM 1-3
by providing 50x50mm weld mesh including loading and unloading of
the pipes for the following category to suit PSC - MS - CI - AC - DI -
PVC pipes. The weight of MS shell only by considered before lining and
coating for arriving at the rate. The thickness of plate will be specified by
the engineer. Contractor will make his own arrangements for procuring
water for testing for Note 1 For small works where the C.M. lining is
not practicable for inside surface of the pipe, food grade expoxy painting
of two coat over one coat of epoxy primer may be proposed and got
approved. 2 The above rates are applicable only for pipe works etc.
complete b DSR 2023-24.it no.5.37.1 Pipe bends,branches, tail pieces, reducers etc. for upto 500mm dia pipe | Kg | 178.5 | 178.5 | 200.0 | False | None | None | False | None | False | 35700.0 | 0 | | 2505488 | 76182 | None | code09 | Refilling available earth around trenches or pipelines, cables in layers not exceeding 20 cm 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 DSR 2023-24 VOL1 item no1.10 | Cum | 168.0 | 168.0 | 220.0 | False | None | None | False | None | False | 36960.0 | 0 | | 2505489 | 76182 | None | code10 | Providing house connection with excavation in all types of soils cutting
with machine cutter without damaging the other utilities and Providing
and laying of MDPE pipe PE80 PN 12.5 manufactured in accordance
with ISO 4427-1996 with minimum required strength of 8 Mpa, hydraulic
design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm
GI pipe by making the bore of 15mm dia. size on the distribution mains
using drilling bits or machines only and laying the pipe line at a depth
not less than 0.45 mtrs. from the road surface, including providing
40mm dia. A class GI pipe as casing over the MDPE pipe from the bore
point and upto the entrance of the premises and removing the stone
slab covering of the drain and dismantling the size stone masonry
wherever necessary and making bore in the wall of the premises. On
entering the premises, connection should be continued with 20mm GI
pipe by making U shape for the meter point below the ground level by
making pit with sufficient space for the easy installation and removal
of the water meter and providing vertical stand pipes on both sides of
the meter. The connection should be secured firmly on the distribution
main pipe with SS-Brass ferrule of size 1by2 x 3 by4 and fixing the union
joint and gate valve or stop cock before the meter point and a reflex valve
or nonreturn valve should be fixed on the connection after the meter
point. All these fixtures should be of standard quality conforming to IS.
The compression fittings for MDPE pipes conforming to ISO 14236 and
its latest versions. If the connection is of HDPE pipe the work include
electric fusion tapping T or saddles, PE 100 black colour pipe of PN 16
by SDR 11 or Higher grade conforming to standards with brass cutter
cum flow regulator, water tight cap with O ring, long spigot for making
bore or tapping suitable to HDPE pipe by Electro fusion welding as per BS
EN 12201 3 & EN 1555-3 standards. The Product should be tested to
comply with BS 6920 for drinking water service in WRC-NSF, UK and
DVGW certificate, Germany. The Saddle should be manufactured Virgin
Compounded PE 100 material. Tapping Tee or Saddles with coupler and
compression fittings with cost of GI pipes, as per diagram, all specials
such as GI tee, GI elbow, GI coupler, stopper with appurtenances, and
brass or SS tap The excavated trench should be refilled with soft selected
earth and the dismantled masonry of the drain should be re-constructed
with available size stones in CM 1-8 and providing coping in CC 1-3-6
wherever required and the stone slab covering should be refixed in
position with pointing in CM 1-3 and also the bored wall of the premises
should be redone to the original position and the rates are inclusive of
the cost of all the materials, cement, sand water etc., required for these
works. The road suface should be compacted well and brought to the
original condition and the excess earth or debris should be disposed off
to a distance with an initial lead of 10 Kms.etc. complete for the following
diameter for minimum length of 2m etc. complete
Tee or Saddles with coupler and compression fittings with cost of GI
pipes, all specials such as GI tee, GI elbow, GI coupler, stopper with
appurtenances, and brass or SS tap The excavated trench should be refilled
with soft selected earth and the dismantled masonry of the drain should
be reconstructed with available size stones in CM 1-8 and providing
coping in CC 1-3-6 wherever required and the stone slab covering should
be refixed in position with pointing in CM 1-3 and also the bored wall
of the premises should be redone to the original position and the rates
are inclusive of the cost of all the materials, cement, sand water etc.,
required for these works. The road suface should be compacted well and
| Each | 6874.35 | 6874.35 | 30.0 | False | None | None | False | None | False | 206230.5 | 0 |
| | 1707375416000 | 0 | None | None | Water supply/sewage lines | Laying of HDPE water supply pipeline in DC camp of Andral area ward no 09 of Ballari city | 589814.4 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2505490 | 76183 | None | code01 | Dismantling of cement concrete pavement by mechanical means
using pneumatic tools, breaking to pieces not exceeding 0.02 m3
in volume and stock piling at designated locations and disposal of
dismantled materials and stacking serviceable and unserviceable
materials separately DSR 2023-24 V-3 item no 2.19 | Cum | 591.15 | 591.15 | 24.0 | False | None | None | False | None | False | 14187.6 | 0 | | 2505491 | 76183 | None | code02 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical
means 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 etc., and all other appurtenances complete in the
following strata. DSR 2023-24 V-1 item no
1.17.1 All kinds of soils. Depth upto 1.50 m | Cum | 275.1 | 275.1 | 160.0 | False | None | None | False | None | False | 44016.0 | 0 | | 2505492 | 76183 | None | code03 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per
relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete Contractor will make his own arrangements for procuring water for testing etc.
Note: Upto 110mm dia Coil shall be used. vol 5 dsr 2023-24 item no 9.2.39.2.3 HDPE Grade PE80-PN8.0,75mm dia | m | 300.3 | 300.3 | 160.0 | False | None | None | False | None | False | 48048.0 | 0 | | 2505493 | 76183 | None | code04 | Providing and installation of Class SN8 Double Wall Corrugated HDPE
Specials outer wall corrugated and inner wall smooth piping system
in accordance with IS 16098 part 2 and conveying to work site and
lowering into trenches, laying true to line and level and perfect linking
at joints with the help of two O rings and a coupler of suitable size,
including loading and unloading at both destination and cutting of pipes
where ever necessary including jointing with all labour, all lead and lift
including encasing the Specials around to a depth of not less than 15
cm with screened soft soil available from the excavated soil. The testing
commissioning including necessary hydraulic test to the required
pressure as per ISS shall be done the contractor shall have to make his
own arrangement for procuring water for testing etc complete vol 5 DSR 2023-24 75 MM ELECTRO FUSION COUPLER | No | 187.95 | 187.95 | 5.0 | False | None | None | False | None | False | 939.75 | 0 | | 2505494 | 76183 | None | code05 | Providing and installation of Class SN8 Double Wall Corrugated HDPE
Specials outer wall corrugated and inner wall smooth piping system
in accordance with IS 16098 part 2 and conveying to work site and
lowering into trenches, laying true to line and level and perfect linking
at joints with the help of two O rings and a coupler of suitable size,
including loading and unloading at both destination and cutting of pipes
where ever necessary including jointing with all labour, all lead and lift
including encasing the Specials around to a depth of not less than 15
cm with screened soft soil available from the excavated soil. The testing
commissioning including necessary hydraulic test to the required
pressure as per ISS shall be done the contractor shall have to make his
own arrangement for procuring water for testing etc complete vol 5 DSR 2023-24 I NO9.17.36 90 X75 MM ELECTRO FUSION REDUCER | No | 529.2 | 529.2 | 5.0 | False | None | None | False | None | False | 2646.0 | 0 | | 2505495 | 76183 | None | code06 | Providing and installation of Class SN8 Double Wall Corrugated HDPE
Specials outer wall corrugated and inner wall smooth piping system
in accordance with IS 16098 part 2 and conveying to work site and
lowering into trenches, laying true to line and level and perfect linking
at joints with the help of two O rings and a coupler of suitable size,
including loading and unloading at both destination and cutting of pipes
where ever necessary including jointing with all labour, all lead and lift
including encasing the Specials around to a depth of not less than 15
cm with screened soft soil available from the excavated soil. The testing
commissioning including necessary hydraulic test to the required
pressure as per ISS shall be done the contractor shall have to make his
own arrangement for procuring water for testing etc complete vol 5 DSR 2023-24 75 MM ELECTRO FUSION TEE I NO 9.17.32 | No | 375.9 | 375.9 | 5.0 | False | None | None | False | None | False | 1879.5 | 0 | | 2505496 | 76183 | None | code07 | 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 40by50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves
should be vacum tight and 100percent 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 DSR 2023-24 VOL 5 , I NO 2.23.3 For Suilce Valve of PN -10.0 and 80mm | No | 10912.65 | 10912.65 | 3.0 | False | None | None | False | None | False | 32737.95 | 0 | | 2505497 | 76183 | None | code08 | Manufacturing, providing, trasporting, rolling, lowering, laying, jointing
& testing and commissioning of MS specials of minimum 8mm thick
such as bends, tail pieces, reduces etc. conforming to IS-7322-1985
with latest amendments and including perfect linking and welding of
joints to correct position includng cost and conveyance of materials
with all lead and lifts, cost all labour and giving satisfactory hydraulic
test as per IS-3589-2001 with latest amendments for test pressure and
working pressure both at factory and site etc. complete as per detailed
specifications with inside lining two coat of food grade epoxy painting
of approved make with Each coat of 250 micron thick after dry over
one coat of food grade epoxy primer of approved make with minium of
50 micron thick after dry and outside 25mm thick coating in CM 1-3
by providing 50x50mm weld mesh including loading and unloading of
the pipes for the following category to suit PSC - MS - CI - AC - DI -
PVC pipes. The weight of MS shell only by considered before lining and
coating for arriving at the rate. The thickness of plate will be specified by
the engineer. Contractor will make his own arrangements for procuring
water for testing for Note 1 For small works where the C.M. lining is
not practicable for inside surface of the pipe, food grade expoxy painting
of two coat over one coat of epoxy primer may be proposed and got
approved. 2 The above rates are applicable only for pipe works etc.
complete b DSR 2023-24.it no.5.37.1 Pipe bends,branches, tail pieces, reducers etc. for upto 500mm dia pipe | Kg | 178.5 | 178.5 | 50.0 | False | None | None | False | None | False | 8925.0 | 0 | | 2505498 | 76183 | None | code09 | Refilling available earth around trenches or pipelines, cables in layers not exceeding 20 cm 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 DSR 2023-24 VOL1 item no1.10 | Cum | 168.0 | 168.0 | 160.0 | False | None | None | False | None | False | 26880.0 | 0 | | 2505499 | 76183 | None | code10 | 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 M20 Grade, coarse and fine aggregates conforming to IS-383-2016, 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 Dsr 203-24 vol 3, I no 16.27 | Cum | 6692.7 | 6692.7 | 16.0 | False | None | None | False | None | False | 107083.2 | 0 | | 2505500 | 76183 | None | code11 | Providing house connection with excavation in all types of soils cutting
with machine cutter without damaging the other utilities and Providing
and laying of MDPE pipe PE80 PN 12.5 manufactured in accordance
with ISO 4427-1996 with minimum required strength of 8 Mpa, hydraulic
design stress of 6.3 Mpa and with minimum wall thickness of 2.3mm
GI pipe by making the bore of 15mm dia. size on the distribution mains
using drilling bits or machines only and laying the pipe line at a depth
not less than 0.45 mtrs. from the road surface, including providing
40mm dia. A class GI pipe as casing over the MDPE pipe from the bore
point and upto the entrance of the premises and removing the stone
slab covering of the drain and dismantling the size stone masonry
wherever necessary and making bore in the wall of the premises. On
entering the premises, connection should be continued with 20mm GI
pipe by making U shape for the meter point below the ground level by
making pit with sufficient space for the easy installation and removal
of the water meter and providing vertical stand pipes on both sides of
the meter. The connection should be secured firmly on the distribution
main pipe with SS-Brass ferrule of size 1by2 x 3 by4 and fixing the union
joint and gate valve or stop cock before the meter point and a reflex valve
or nonreturn valve should be fixed on the connection after the meter
point. All these fixtures should be of standard quality conforming to IS.
The compression fittings for MDPE pipes conforming to ISO 14236 and
its latest versions. If the connection is of HDPE pipe the work include
electric fusion tapping T or saddles, PE 100 black colour pipe of PN 16
by SDR 11 or Higher grade conforming to standards with brass cutter
cum flow regulator, water tight cap with O ring, long spigot for making
bore or tapping suitable to HDPE pipe by Electro fusion welding as per BS
EN 12201 3 & EN 1555-3 standards. The Product should be tested to
comply with BS 6920 for drinking water service in WRC-NSF, UK and
DVGW certificate, Germany. The Saddle should be manufactured Virgin
Compounded PE 100 material. Tapping Tee or Saddles with coupler and
compression fittings with cost of GI pipes, as per diagram, all specials
such as GI tee, GI elbow, GI coupler, stopper with appurtenances, and
brass or SS tap The excavated trench should be refilled with soft selected
earth and the dismantled masonry of the drain should be re-constructed
with available size stones in CM 1-8 and providing coping in CC 1-3-6
wherever required and the stone slab covering should be refixed in
position with pointing in CM 1-3 and also the bored wall of the premises
should be redone to the original position and the rates are inclusive of
the cost of all the materials, cement, sand water etc., required for these
works. The road suface should be compacted well and brought to the
original condition and the excess earth or debris should be disposed off
to a distance with an initial lead of 10 Kms.etc. complete for the following
diameter for minimum length of 2m etc. complete
Tee or Saddles with coupler and compression fittings with cost of GI
pipes, all specials such as GI tee, GI elbow, GI coupler, stopper with
appurtenances, and brass or SS tap The excavated trench should be refilled
with soft selected earth and the dismantled masonry of the drain should
be reconstructed with available size stones in CM 1-8 and providing
coping in CC 1-3-6 wherever required and the stone slab covering should
be refixed in position with pointing in CM 1-3 and also the bored wall
of the premises should be redone to the original position and the rates
are inclusive of the cost of all the materials, cement, sand water etc.,
required for these works. The road suface should be compacted well and
| Each | 6874.35 | 6874.35 | 44.0 | False | None | None | False | None | False | 302471.4 | 0 |
| | 1707375416000 | 1 | None | None | Water supply/sewage lines | Drilling of Borewell and Laying of pipeline in Ranithota, Kurubara street and near Solapur Masidi ward no 09 of Ballari city | 506857.65 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2505501 | 76184 | None | code01 | Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergerss method, including reconnaissance survey of geological
formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0
metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE 1. Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M for fixing Casing pipes only a. Above 20 M and upto 30 M - 15PERCENT, b Above 30 M - 30percent Measurement of overburden is restricted to the
depth of casing pipe fixed excluding initial depth of 20M and projection above ground level. 2 A sum of Rs. 100 is to be deducted for Dry Borewell towards yield test. etc. complete.. Vol-5 SR 2023-24, Item no 12.4, P.No.140 | Each | 5552.4 | 5552.4 | 1.0 | False | None | None | False | None | False | 5552.4 | 0 | | 2505502 | 76184 | None | code02 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation
of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc. for Above 300m of drilling add 10percent for every
50m depth Vol-5 SR 2023-24 I.No.12.2.1,12.2.2, P.No 139 0.00 to 50.00 Mtrs item no12.2.1 | m | 324.45 | 324.45 | 50.0 | False | None | None | False | None | False | 16222.5 | 0 | | 2505503 | 76184 | None | code03 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation
of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc. for Above 300m of drilling add 10percent for every
50m depth Vol-5 SR 2023-24 I.No.12.2.1,12.2.2, P.No 139 50.00 to 100.00 Mtrs item no 12.2.2 | m | 406.35 | 406.35 | 30.0 | False | None | None | False | None | False | 12190.5 | 0 | | 2505504 | 76184 | None | code04 | PVC pipe -OD 160mm and 6 Kg per sqcm Vol-5 SR 2023-24 , Sl.no 649, page no A-44 for casing | m | 441.0 | 441.0 | 40.0 | False | None | None | False | None | False | 17640.0 | 0 | | 2505505 | 76184 | None | code05 | Providing, Single Phase Submersible Pump Sets of 100mm dia 4 inch
suitable for bore well confirming to IS 8034-2000 specifications, to work
site with testing of as per instructions of engineer incharge of work andand latest amendments. 1.00 HP PER 0.75KW ,12 STG Vol-5 SR 2023-24 , , page no 149 , i no 13.6.3 | Each | 15241.8 | 15241.8 | 1.0 | False | None | None | False | None | False | 15241.8 | 0 | | 2505506 | 76184 | None | code07 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core sheathed of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendmentsSR 2023-24, Vol-5, It.No 13.22.2 P.No.154 1x3x2.5 Sqm | m | 85.0 | 85.0 | 80.0 | False | None | None | False | None | False | 6800.0 | 0 | | 2505507 | 76184 | None | code08 | Supply and delivery at site brand new best make starteror control panel suitable for following HP centrifugal pump confirming with ISI mark and its latest amendments.. Vol-5 SR 2023-24 CHAPTER - 15, item No.13.43.1 P.No.157 , Upto 7.5 HP centrifugal pump | Each | 9975.0 | 9975.0 | 1.0 | False | None | None | False | None | False | 9975.0 | 0 | | 2505508 | 76184 | None | code09 | Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer
incharge of work. Vol-5 SR 2023-24 , , item No.13.34, , P.No.156, | Job | 1522.5 | 1522.5 | 1.0 | False | None | None | False | None | False | 1522.5 | 0 | | 2505509 | 76184 | None | code10 | Supply and delivery at site best indigenous brand new power capacitor as per IS 2834-1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. Vol-5 SR 2023-24 , , item No.13.25, P.No.155 | Kvar | 577.5 | 577.5 | 1.0 | False | None | None | False | None | False | 577.5 | 0 | | 2505510 | 76184 | None | code11 | Supply and delivery at site delivery of best indigenous brand new MCB Miniature Circuit Breakers of required capacity as per IS 88228-1978 and its latest amendments and with ISI Mark of 6-10-16-20-25-40
Amps with scalable box. Vol-5 SR 2023-24 , , item No.13.26, P.No.155 | Per 3 Poles | 1207.5 | 1207.5 | 1.0 | False | None | None | False | None | False | 1207.5 | 0 | | 2505511 | 76184 | None | code12 | Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554-1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. Vol-5 SR 2023-24 item No.13.36, P.No.156 | m | 141.75 | 141.75 | 25.0 | False | None | None | False | None | False | 3543.75 | 0 | | 2505512 | 76184 | None | code13 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and
rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete Contractor will make his own arrangements for procuring water for testing etc. complete.. Vol-5 SR 2023-24 , , item No.9.1.1, 9.1.3 P.No.95 HDPE Grade PE80-PN6.0, 63mm dia | m | 198.45 | 198.45 | 65.0 | False | None | None | False | None | False | 12899.25 | 0 | | 2505513 | 76184 | None | code14 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical
means 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 Vol- 1 SR 2023-24 P.No 10, I.No 1.17.1 All kinds of soils. Depth upto 1.50 m | Cum | 275.1 | 275.1 | 12.825 | False | None | None | False | None | False | 3528.1575 | 0 | | 2505514 | 76184 | None | code15 | Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite or trap or 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
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications. Vol- 1 SR 2023-24 P.No 15, I.No 2.1.1 Mix 1-5-10 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5604.9 | 5604.9 | 0.3 | False | None | None | False | None | False | 1681.47 | 0 | | 2505515 | 76184 | None | code16 | Appendix I - Additionalities for Formwork, Centering & Scaffolding. Vol-1 SR 2023-24 , Sl. No.1B ,P.No.111 - FOR PCC b. All other types | Cum | 168.15 | 168.15 | 0.3 | False | None | None | False | None | False | 50.445 | 0 | | 2505516 | 76184 | None | code17 | Providing Random rubble masonry with hard stone in foundation and
plinth including levelling up with cement concrete 1-6-12 1 cement - 6
coarse sand - 12 graded stone aggregate 20 mm nominal size upto plinth
level with -Cement mortar 1-6 1 cement - 6 coarse sand Vol- ii SR 2023-24 P.No 9 I.No 5.1.1 | Cum | 5891.55 | 5891.55 | 1.8 | False | None | None | False | None | False | 10604.79 | 0 | | 2505517 | 76184 | None | code18 | Providing Size Stone masonry with hard stone in foundation & plinth with
Cement mortar 1-6 1 cement - 6 coarse sandVol- ii SR 2023-24 P.No 9 I.No 5.4 | Cum | 6708.45 | 6708.45 | 1.35 | False | None | None | False | None | False | 9056.4075 | 0 | | 2505518 | 76184 | None | code19 | Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite or trap or 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
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications. Mix 1-3-6 Using 20 mm nominal size graded crushed coarse aggregates Vol- 1 SR 2023-24 P.No 15 I.No 2.1.4 | Cum | 6527.85 | 6527.85 | 0.405 | False | None | None | False | None | False | 2643.77925 | 0 | | 2505519 | 76184 | None | code20 | Appendix I - Additionalities for Formwork, Centering & Scaffolding. Vol-1 SR 2023-24 , Sl. No.1B ,P.No.111 - FOR PCC b. All other types | Cum | 326.39 | 326.39 | 0.405 | False | None | None | False | None | False | 132.18795 | 0 | | 2505520 | 76184 | None | code21 | Supply and delivery at site of brand new best make gate valve as per IS
778 or 1984 with ISI Mark and as per its latest amendments Vol-5 SR 2023-24 , I no 13.24.1 ,P.No.154 | Each | 1312.5 | 1312.5 | 1.0 | False | None | None | False | None | False | 1312.5 | 0 | | 2505521 | 76184 | None | code22 | RCC hume pipe Circular pump house providing precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm.Vol-5 SR 2023-24 , I no 10.6 ,P.No.116 | Each | 17221.05 | 17221.05 | 1.0 | False | None | None | False | None | False | 17221.05 | 0 | | 2505522 | 76184 | None | code23 | Erection and positioning of RCC Hume pipe pump house or Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work.. Vol-5 SR 2023-24 , I no 10.7 ,P.No.116 | Each | 1976.1 | 1976.1 | 1.0 | False | None | None | False | None | False | 1976.1 | 0 | | 2505523 | 76184 | None | code24 | 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 COMMON SCHEDULE OF RATES 2023-24 Volume - V PAGE NO 113 I NO 10.1.8 PVC PIPES 140 MM DIA ,6KG per SQCM &CLASS 3 | m | 613.2 | 613.2 | 30.0 | False | None | None | False | None | False | 18396.0 | 0 | | 2505524 | 76184 | None | code25 | Refilling available earth around trenches or 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. Vol-1 SR 2023-24, item No.1.10, P.No.7 | Cum | 168.0 | 168.0 | 12.825 | False | None | None | False | None | False | 2154.6 | 0 | | 2505525 | 76184 | None | code26 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. Vol-5 SR 2023-24, , item No.13.32 P.No.156 | Job | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 | | 2505526 | 76184 | None | code27 | Earthing Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia.Vol-5 SR 2023-24, , item No.13.39 P.No.157 | Job | 3937.5 | 3937.5 | 1.0 | False | None | None | False | None | False | 3937.5 | 0 | | 2505527 | 76184 | None | code28 | Providing and fixing brass bib cock of approved quality 20 mm nominal bore Vol-2 SR 2023-24, , item No.13.2.2 P.No.117 | Job | 320.25 | 320.25 | 8.0 | False | None | None | False | None | False | 2562.0 | 0 | | 2505528 | 76184 | None | code29 | Providing, Laying and Fixing 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 Heavy Duty GI pipe Vol-5 SR2023-24, I NO 11.3.5 , 11.3.2 P NO 127 ,128 Heavy Duty GI pipe of 40mm dia | m | 591.15 | 591.15 | 23.625 | False | None | None | False | None | False | 13965.91875 | 0 | | 2505529 | 76184 | None | code30 | Providing, Laying and Fixing 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 Heavy Duty GI pipe Vol-5 SR2023-24, I NO 11.3.5 , 11.3.2 P NO 127 ,128 Heavy Duty GI pipe of 20mm dia | m | 276.15 | 276.15 | 350.0 | False | None | None | False | None | False | 96652.5 | 0 | | 2505530 | 76184 | None | code31 | Providing wrought mild steel galvanized GI collar confirming to IS 1239-II, 1991 with latest amendments if any. Vol-5 SR2023-24, I NO 11.6.5, I NO 11.6.2 P NO129FOR 40 MM DIA GI COLLAR | Each | 103.95 | 103.95 | 20.0 | False | None | None | False | None | False | 2079.0 | 0 | | 2505531 | 76184 | None | code32 | Supply and delivery at site wrought middle steel galvanized GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for Vol-5 SR2023-24, I NO 11.7.2 P NO 129, For 20 mm dia GI elbow | Each | 103.95 | 103.95 | 10.0 | False | None | None | False | None | False | 1039.5 | 0 | | 2505532 | 76184 | None | code33 | Providing GM gland cocks tested against hydraulic pressure of 20 Kg per m2 with ISI mark.Vol-5 SR2023-24, I NO11.19.2 P NO 134, For 20 mm dia Gland cocks | Each | 439.95 | 439.95 | 20.0 | False | None | None | False | None | False | 8799.0 | 0 | | 2505533 | 76184 | None | code34 | Supply and delivery at site wrought middle steel galvanized GI tee confirming to IS 1239-II, 1991 with latest amendments if any. Vol-5 SR 2023-24 , item No.11.9.5 P.No.130, For 40 mm dia GI TEE | Each | 199.5 | 199.5 | 20.0 | False | None | None | False | None | False | 3990.0 | 0 | | 2505534 | 76184 | None | code35 | Supply and delivery at site GM copper alloy gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554 - 1990 body hydraulically tested 1.5HP seat standardtested 1 HP with IS mark. Vol-5 SR 2023-24 , item No.11.15.2 P.No.133, For 20 mm dia GM Copper alloy Gate valves | Each | 932.4 | 932.4 | 20.0 | False | None | None | False | None | False | 18648.0 | 0 | | 2505535 | 76184 | None | code36 | Providing Flush or Ruled pointing: Pointing on stone work with cement mortar 1-3 1 cement - 3 fine sand after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.. Vol-2 SR 2023-24 , item No.8.19.1 P.No.44 | Sqm | 267.75 | 267.75 | 13.44 | False | None | None | False | None | False | 3598.56 | 0 | | 2505536 | 76184 | None | code37 | Applying priming coats with primer of approved brand and manufacture, having low VOC Volatile Organic Compound content. With water thinnable cement primer on wall surface having VOC content less than 50 grams per litre as per specifications and as per directions of Engineer in charge. Vol-2 SR 2023-24 , item No.8.55.2 | Sqm | 55.65 | 55.65 | 32.334 | False | None | None | False | None | False | 1799.3871 | 0 | | 2505537 | 76184 | None | code38 | Distempering with 1st quality acrylic distemper ready mixed having VOC content less than 50 g per L of Lapproved manufacturer, of required shade and colour complete, as per manufacturers specification. Two coats on new work to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Vol-2 SR 2023-24 , item No.8.26 p no 45 | Sqm | 84.0 | 84.0 | 32.334 | False | None | None | False | None | False | 2716.056 | 0 | | 2505538 | 76184 | None | code39 | Gescom Deposit Charges | No | 10000.0 | 10000.0 | 1.0 | False | None | None | False | None | False | 10000.0 | 0 | | 2505539 | 76184 | None | code40 | 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 M20 Grade, coarse and fine aggregates conforming to IS-383-2016, 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 Dsr 203-24 vol 3, I no 16.2 | Cum | 6692.7 | 6692.7 | 23.625 | False | None | None | False | None | False | 158115.0375 | 0 |
| | 1707375417000 | 0 | None | None | Water supply/sewage lines | Laying of HDPE water supply pipeline in Valmiki Beedi and link roads ward no 12 of Ballari city | 508210.04 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2505540 | 76185 | None | code01 | Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. Bituminous course . Vol-3 SR 2023-24, P.no. 12, I.No. 2.18. | Cum | 338.1 | 338.1 | 15.96 | False | None | None | False | None | False | 5396.076 | 0 | | 2505541 | 76185 | None | code02 | Earth work excavation for pipelines or 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. Vol-1 SR 2023-24, I.no.1.6.1. P.No.6. In all kinds of soils. Depth upto 1.50m | Cum | 508.2 | 508.2 | 159.6 | False | None | None | False | None | False | 81108.72 | 0 | | 2505542 | 76185 | None | code03 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete Contractor will make his own arrangements for procuring water for testing etc. complete. NOTE Upto 110mm dia Coil shall be used.
For HDPE PE 80 PN 6.0 dsr 2023-24 item no 9.1.2 VOLU-5 9.1.3 HDPE Grade PE80-PN6.0, 90mm dia | m | 337.05 | 337.05 | 66.0 | False | None | None | False | None | False | 22245.3 | 0 | | 2505543 | 76185 | None | code04 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete Contractor will make his own arrangements for procuring water for testing etc. complete. NOTE Upto 110mm dia Coil shall be used.
For HDPE PE 80 PN 6.0 dsr 2023-24 item no 9.1.2 VOLU-5 9.1.3 HDPE Grade PE80-PN6.0, 160mm dia | m | 1006.95 | 1006.95 | 200.0 | False | None | None | False | None | False | 201390.0 | 0 | | 2505544 | 76185 | None | code05 | Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. PWD SR VOL-5 ITEM NO.9.17.1 PAGE NO 10 9.17.32 90 MM ELECTRO FUSION TEE | Each | 554.4 | 554.4 | 6.0 | False | None | None | False | None | False | 3326.4 | 0 | | 2505545 | 76185 | None | code06 | Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. PWD SR VOL-5 ITEM NO.9.17.1 PAGE NO 10 9.17.36 90 X75 MM ELECTRO FUSION REDUCER | Each | 529.2 | 529.2 | 2.0 | False | None | None | False | None | False | 1058.4 | 0 | | 2505546 | 76185 | None | code07 | Providing and installation of Class SN8 Double Wall Corrugated HDPE Specials outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two O rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the Specials around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. PWD SR VOL-5 ITEM NO.9.17.1 PAGE NO 10 9.17.29 90 MM ELECTRO FUSION COUPLER | Each | 242.55 | 242.55 | 34.0 | False | None | None | False | None | False | 8246.7 | 0 | | 2505547 | 76185 | None | code08 | Providing Ductile Iron Push on special confirming to IS 9523-2000 - All Socketed D.I. Un-Equal Tees. PWD SR VOL-5 ITEM NO.1.5.12 for 300mm X 150mm Each PAGE NO 5 | Each | 10589.25 | 10589.25 | 1.0 | False | None | None | False | None | False | 10589.25 | 0 | | 2505548 | 76185 | None | code09 | 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 40by50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100percent 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 2.23.4 For sluice Valve of PN10.0 and 150mm | Each | 18364.5 | 18364.5 | 1.0 | False | None | None | False | None | False | 18364.5 | 0 | | 2505549 | 76185 | None | code10 | 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 40by50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100percent 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 2.23.4 For Suilce Valve of PN - 10.0 and 100mm | Each | 11428.2 | 11428.2 | 2.0 | False | None | None | False | None | False | 22856.4 | 0 | | 2505550 | 76185 | None | code11 | Refilling available earth around trenches or 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 DSR 2021-22 V - 1 item no1.10 page no.1 | Cum | 168.0 | 168.0 | 159.6 | False | None | None | False | None | False | 26812.8 | 0 | | 2505551 | 76185 | None | code12 | 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 M20 Grade, coarse and fine aggregates conforming to IS-383-2016, 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. Volume-3 SR 2023-24, Item No. 16.27. P.No. 149. | Cum | 6692.7 | 6692.7 | 15.96 | False | None | None | False | None | False | 106815.492 | 0 |
| | 1707375417000 | 1 | None | None | Water supply/sewage lines | Drilling of Borewell and construction of cistern in Karpudi Jin street and ShriRampura colony Ward No.14, Ballari City. | 508087.39 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2505552 | 76186 | None | code01 | Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergerss method, including reconnaissance survey of geological
formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0
metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE 1. Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M for fixing Casing pipes only a. Above 20 M and upto 30 M - 15PERCENT, b Above 30 M - 30percent Measurement of overburden is restricted to the
depth of casing pipe fixed excluding initial depth of 20M and projection above ground level. 2 A sum of Rs. 100 is to be deducted for Dry Borewell towards yield test. etc. complete.. Vol-5 SR 2023-24, Item no 12.4, P.No.140 | Each | 5552.4 | 5552.4 | 3.0 | False | None | None | False | None | False | 16657.2 | 0 | | 2505553 | 76186 | None | code02 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation
of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc. for Above 300m of drilling add 10percent for every
50m depth Vol-5 SR 2023-24 I.No.12.2.1,12.2.2, P.No 139 0.00 to 50.00 Mtrs item no12.2.1 | m | 324.45 | 324.45 | 150.0 | False | None | None | False | None | False | 48667.5 | 0 | | 2505554 | 76186 | None | code03 | Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG & above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation
of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc. for Above 300m of drilling add 10percent for every
50m depth Vol-5 SR 2023-24 I.No.12.2.1,12.2.2, P.No 139 50.00 to 100.00 Mtrs item no 12.2.2 | m | 406.35 | 406.35 | 30.0 | False | None | None | False | None | False | 12190.5 | 0 | | 2505555 | 76186 | None | code04 | PVC pipe -OD 160mm and 6 Kg per sqcm Vol-5 SR 2023-24 , Sl.no 649, page no A-44 for casing | m | 441.0 | 441.0 | 45.0 | False | None | None | False | None | False | 19845.0 | 0 | | 2505556 | 76186 | None | code05 | Providing, Single Phase Submersible Pump Sets of 100mm dia 4 inch
suitable for bore well confirming to IS 8034-2000 specifications, to work
site with testing of as per instructions of engineer incharge of work andand latest amendments. 1.00 HP PER 0.75KW ,12 STG Vol-5 SR 2023-24 , , page no 149 , i no 13.6.3 | Each | 15241.8 | 15241.8 | 3.0 | False | None | None | False | None | False | 45725.4 | 0 | | 2505557 | 76186 | None | code06 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core sheathed of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendmentsSR 2023-24, Vol-5, It.No 13.22.2 P.No.154 1x3x2.5 Sqm | m | 85.0 | 85.0 | 210.0 | False | None | None | False | None | False | 17850.0 | 0 | | 2505558 | 76186 | None | code07 | Supply and delivery at site brand new best make starteror control panel suitable for following HP centrifugal pump confirming with ISI mark and its latest amendments.. Vol-5 SR 2023-24 CHAPTER - 15, item No.13.43.1 P.No.157 , Upto 7.5 HP centrifugal pump | Each | 9975.0 | 9975.0 | 3.0 | False | None | None | False | None | False | 29925.0 | 0 | | 2505559 | 76186 | None | code08 | Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer
incharge of work. Vol-5 SR 2023-24 , , item No.13.34, , P.No.156, | Job | 1522.5 | 1522.5 | 3.0 | False | None | None | False | None | False | 4567.5 | 0 | | 2505560 | 76186 | None | code09 | Supply and delivery at site best indigenous brand new power capacitor as per IS 2834-1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. Vol-5 SR 2023-24 , , item No.13.25, P.No.155 | Kvar | 577.5 | 577.5 | 3.0 | False | None | None | False | None | False | 1732.5 | 0 | | 2505561 | 76186 | None | code10 | Supply and delivery at site delivery of best indigenous brand new MCB Miniature Circuit Breakers of required capacity as per IS 88228-1978 and its latest amendments and with ISI Mark of 6-10-16-20-25-40
Amps with scalable box. Vol-5 SR 2023-24 , , item No.13.26, P.No.155 | Per 3 Poles | 1207.5 | 1207.5 | 3.0 | False | None | None | False | None | False | 3622.5 | 0 | | 2505562 | 76186 | None | code11 | Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554-1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. Vol-5 SR 2023-24 item No.13.36, P.No.156 | m | 141.75 | 141.75 | 60.0 | False | None | None | False | None | False | 8505.0 | 0 | | 2505563 | 76186 | None | code12 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and
rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete Contractor will make his own arrangements for procuring water for testing etc. complete.. Vol-5 SR 2023-24 , , item No.9.1.1, 9.1.3 P.No.95 HDPE Grade PE80-PN6.0, 63mm dia | m | 198.45 | 198.45 | 120.0 | False | None | None | False | None | False | 23814.0 | 0 | | 2505564 | 76186 | None | code13 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and
rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete Contractor will make his own arrangements for procuring water for testing etc. complete.. Vol-5 SR 2023-24 , , item No.9.1.1, 9.1.3 P.No.95 HDPE Grade PE80-PN6.0, 90mm dia | m | 337.05 | 337.05 | 60.0 | False | None | None | False | None | False | 20223.0 | 0 | | 2505565 | 76186 | None | code14 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. Vol- iii SR 2023-24 P.No 12, I.No 2.19 | Cum | 591.15 | 591.15 | 4.275 | False | None | None | False | None | False | 2527.16625 | 0 | | 2505566 | 76186 | None | code15 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical
means 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 Vol- 1 SR 2023-24 P.No 10, I.No 1.17.1 All kinds of soils. Depth upto 1.50 m | Cum | 275.1 | 275.1 | 9.045 | False | None | None | False | None | False | 2488.2795 | 0 | | 2505567 | 76186 | None | code16 | Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite or trap or 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
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications. Vol- 1 SR 2023-24 P.No 15, I.No 2.1.1 Mix 1-5-10 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5604.9 | 5604.9 | 0.75 | False | None | None | False | None | False | 4203.675 | 0 | | 2505568 | 76186 | None | code17 | Appendix I - Additionalities for Formwork, Centering & Scaffolding. Vol-1 SR 2023-24 , Sl. No.1B ,P.No.111 - FOR PCC b. All other types | Cum | 168.15 | 168.15 | 0.75 | False | None | None | False | None | False | 126.1125 | 0 | | 2505569 | 76186 | None | code18 | Providing Random rubble masonry with hard stone in foundation and
plinth including levelling up with cement concrete 1-6-12 1 cement - 6
coarse sand - 12 graded stone aggregate 20 mm nominal size upto plinth
level with -Cement mortar 1-6 1 cement - 6 coarse sand Vol- ii SR 2023-24 P.No 9 I.No 5.1.1 | Cum | 5891.55 | 5891.55 | 3.6 | False | None | None | False | None | False | 21209.58 | 0 | | 2505570 | 76186 | None | code19 | Providing Size Stone masonry with hard stone in foundation & plinth with
Cement mortar 1-6 1 cement - 6 coarse sandVol- ii SR 2023-24 P.No 9 I.No 5.4 | Cum | 6708.45 | 6708.45 | 2.7 | False | None | None | False | None | False | 18112.815 | 0 | | 2505571 | 76186 | None | code20 | Providing and laying in position Cement Concrete for levelling course for
all works in foundation. The granite or trap or 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
machinery, curing, and all the other appurtenances required to complete the
work as per technical specifications. Mix 1-3-6 Using 20 mm nominal size graded crushed coarse aggregates Vol- 1 SR 2023-24 P.No 15 I.No 2.1.4 | Cum | 6527.85 | 6527.85 | 1.71 | False | None | None | False | None | False | 11162.6235 | 0 | | 2505572 | 76186 | None | code21 | Appendix I - Additionalities for Formwork, Centering & Scaffolding. Vol-1 SR 2023-24 , Sl. No.1B ,P.No.111 - FOR PCC b. All other types | Cum | 326.39 | 326.39 | 1.71 | False | None | None | False | None | False | 558.1269 | 0 | | 2505573 | 76186 | None | code22 | Supply and delivery at site of brand new best make gate valve as per IS
778 or 1984 with ISI Mark and as per its latest amendments Vol-5 SR 2023-24 , I no 13.24.1 ,P.No.154 | Each | 1312.5 | 1312.5 | 2.0 | False | None | None | False | None | False | 2625.0 | 0 | | 2505574 | 76186 | None | code23 | RCC hume pipe Circular pump house providing precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm.Vol-5 SR 2023-24 , I no 10.6 ,P.No.116 | Each | 17221.05 | 17221.05 | 2.0 | False | None | None | False | None | False | 34442.1 | 0 | | 2505575 | 76186 | None | code24 | Erection and positioning of RCC Hume pipe pump house or Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work.. Vol-5 SR 2023-24 , I no 10.7 ,P.No.116 | Each | 1976.1 | 1976.1 | 2.0 | False | None | None | False | None | False | 3952.2 | 0 | | 2505576 | 76186 | None | code25 | 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 COMMON SCHEDULE OF RATES 2023-24 Volume - V PAGE NO 113 I NO 10.1.8 PVC PIPES 140 MM DIA ,6KG per SQCM &CLASS 3 | m | 613.2 | 613.2 | 12.0 | False | None | None | False | None | False | 7358.4 | 0 | | 2505577 | 76186 | None | code26 | Refilling available earth around trenches or 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. Vol-1 SR 2023-24, item No.1.10, P.No.7 | Cum | 168.0 | 168.0 | 9.05 | False | None | None | False | None | False | 1520.4 | 0 | | 2505578 | 76186 | None | code27 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. Vol-5 SR 2023-24, , item No.13.32 P.No.156 | Job | 6825.0 | 6825.0 | 2.0 | False | None | None | False | None | False | 13650.0 | 0 | | 2505579 | 76186 | None | code28 | Earthing Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia.Vol-5 SR 2023-24, , item No.13.39 P.No.157 | Job | 3937.5 | 3937.5 | 3.0 | False | None | None | False | None | False | 11812.5 | 0 | | 2505580 | 76186 | None | code29 | Providing and fixing brass bib cock of approved quality 20 mm nominal bore Vol-2 SR 2023-24, item No.13.2.2 P.No.117 | Job | 320.25 | 320.25 | 30.0 | False | None | None | False | None | False | 9607.5 | 0 | | 2505581 | 76186 | None | code30 | Providing, Laying and Fixing 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 Heavy Duty GI pipe. Vol-5 SR2023-24, I NO 11.3.5 , 11.3.2 P NO 127 ,128 Heavy Duty GI pipe of 40mm dia | m | 522.9 | 522.9 | 114.0 | False | None | None | False | None | False | 59610.6 | 0 | | 2505582 | 76186 | None | code31 | Providing, Laying and Fixing 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 Heavy Duty GI pipe Vol-5 SR2023-24, I NO 11.3.5 , 11.3.2 P NO 127 ,128 Heavy Duty GI pipe of 20mm dia | m | 276.15 | 276.15 | 4.0 | False | None | None | False | None | False | 1104.6 | 0 | | 2505583 | 76186 | None | code32 | Providing wrought mild steel galvanized GI collar confirming to IS 1239-II, 1991 with latest amendments if any. Vol-5 SR2023-24, I NO 11.6.5, I NO 11.6.2 P NO129 | Each | 216.3 | 216.3 | 10.0 | False | None | None | False | None | False | 2163.0 | 0 | | 2505584 | 76186 | None | code33 | Supply and delivery at site wrought middle steel galvanized GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for Vol-5 SR2023-24, I NO 11.7.2 P NO 129, For 20 mm dia GI elbow | Each | 103.95 | 103.95 | 10.0 | False | None | None | False | None | False | 1039.5 | 0 | | 2505585 | 76186 | None | code34 | Providing GM gland cocks tested against hydraulic pressure of 20 Kg per m2 with ISI mark.Vol-5 SR2023-24, I NO11.19.2 P NO 134, For 20 mm dia Gland cocks | Each | 439.95 | 439.95 | 15.0 | False | None | None | False | None | False | 6599.25 | 0 | | 2505586 | 76186 | None | code35 | Supply and delivery at site wrought middle steel galvanized GI tee confirming to IS 1239-II, 1991 with latest amendments if any. Vol-5 SR 2023-24 , item No.11.9.5 P.No.130, For 40 mm dia GI TEE | Each | 199.5 | 199.5 | 12.0 | False | None | None | False | None | False | 2394.0 | 0 | | 2505587 | 76186 | None | code36 | Supply and delivery at site GM copper alloy gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554 - 1990 body hydraulically tested 1.5HP seat standardtested 1 HP with IS mark. Vol-5 SR 2023-24 , item No.11.15.2 P.No.133, For 20 mm dia GM Copper alloy Gate valves | Each | 932.4 | 932.4 | 10.0 | False | None | None | False | None | False | 9324.0 | 0 | | 2505588 | 76186 | None | code37 | Providing Flush or Ruled pointing Pointing on stone work with cement mortar 1-3 1 cement - 3 fine sand after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge.. Vol-2 SR 2023-24 , item No.8.19.1 P.No.44 | Sqm | 267.75 | 267.75 | 20.16 | False | None | None | False | None | False | 5397.84 | 0 | | 2505589 | 76186 | None | code38 | Applying priming coats with primer of approved brand and manufacture, having low VOC Volatile Organic Compound content. With water thinnable cement primer on wall surface having VOC content less than 50 grams per litre as per specifications and as per directions of Engineer in charge. Vol-2 SR 2023-24 , item No.8.55.2 | Sqm | 55.65 | 55.65 | 48.5 | False | None | None | False | None | False | 2699.025 | 0 | | 2505590 | 76186 | None | code39 | Distempering with 1st quality acrylic distemper ready mixed having VOC content less than 50 g per L of Lapproved manufacturer, of required shade and colour complete, as per manufacturers specification. Two coats on new work to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge Vol-2 SR 2023-24 , item No.8.26 p no 45 | Sqm | 84.0 | 84.0 | 48.5 | False | None | None | False | None | False | 4074.0 | 0 | | 2505591 | 76186 | None | code40 | Gescom Deposit Charges | No | 5000.0 | 5000.0 | 3.0 | False | None | None | False | None | False | 15000.0 | 0 |
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