| 1721904707000 | 0 | None | None | Water supply/sewage lines | Providing water supply to sharabasaveswara camp Ganesha colony, Construction of water sump in CMC Ofce, Drilling if borewell in SWM Site,pipeline at padagatti hirejanthakal, tap connection to anganavadis and rain water harvesting To town hall in Gangavathi city | 3194554.42 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3619050 | 131511 | None | code001 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere 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 All kinds of soils. Depth upto 1.50 m | Cum | 275.1 | 275.1 | 749.52 | False | None | None | False | None | False | 206192.952 | 0 | | 3619051 | 131511 | None | code002 | 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. for:HDPE Grade PE80-PN8.0.75mm dia | Mtr | 300.3 | 300.3 | 1408.0 | False | None | None | False | None | False | 422822.4 | 0 | | 3619052 | 131511 | None | code003 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 168.0 | 168.0 | 787.34 | False | None | None | False | None | False | 132273.12 | 0 | | 3619053 | 131511 | None | code004 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut 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. (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.) For PN-10: For Suilce Valve of PN -10.0 and 80mm | No | 10912.65 | 10912.65 | 2.0 | False | None | None | False | None | False | 21825.3 | 0 | | 3619054 | 131511 | None | code005 | 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. for:HDPE Grade PE80-PN8.0,160mm dia | Mtr | 1198.05 | 1198.05 | 220.0 | False | None | None | False | None | False | 263571.0 | 0 | | 3619055 | 131511 | None | code006 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut 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. (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.) For For sluice Valve of PN10.0 and 150mm | No | 18364.5 | 18364.5 | 1.0 | False | None | None | False | None | False | 18364.5 | 0 | | 3619056 | 131511 | None | code007 | Geophysical investigation at site for sinking borewells for supplying drinking ater to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical Electrical sounding by adopting Venner or Schlumbergers’s method, including econnaissance 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 equired 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 - 15%, b) Above 30 M - 30% (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. | Each | 5552.4 | 5552.4 | 2.0 | False | None | None | False | None | False | 11104.8 | 0 | | 3619057 | 131511 | None | code008 | 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 10% for every 50m depth
0.00 to 50.00m | Mtr | 388.5 | 388.5 | 100.0 | False | None | None | False | None | False | 38850.0 | 0 | | 3619058 | 131511 | None | code009 | 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 10% for every 50m depth
50.00 to 100.00m | Mtr | 487.2 | 487.2 | 100.0 | False | None | None | False | None | False | 48720.0 | 0 | | 3619059 | 131511 | None | code010 | Supplying 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. for: PVC pipes 160mm dia., 6 kg/sqcm & class 3 10.1.9 PVC pipes 160mm dia., 6 kg/sqcm & class 3 m 618 | Mtr | 648.9 | 648.9 | 40.0 | False | None | None | False | None | False | 25956.0 | 0 | | 3619060 | 131511 | None | code011 | Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For 13.13.5 5.00 HP - 120 LPM @ 88 m = 14 STG Outlet Dia - 2.00" Each 30819 | Each | 32359.95 | 32359.95 | 2.0 | False | None | None | False | None | False | 64719.9 | 0 | | 3619061 | 131511 | None | code012 | 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. | Job | 6825.0 | 6825.0 | 2.0 | False | None | None | False | None | False | 13650.0 | 0 | | 3619062 | 131511 | None | code013 | 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 amendments. 1x3x2.5 m2 | Mtr | 89.25 | 89.25 | 260.0 | False | None | None | False | None | False | 23205.0 | 0 | | 3619063 | 131511 | None | code014 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type. NOTE: 1) DOL- Direct Online Starter 2) S-D- Star Delta Starter for outdoor Upto 6 HP pumps 13.23.2 3 to 6 HP pumps Each 9550 | Each | 10027.5 | 10027.5 | 2.0 | False | None | None | False | None | False | 20055.0 | 0 | | 3619064 | 131511 | None | code015 | 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. | Job | 1522.5 | 1522.5 | 2.0 | False | None | None | False | None | False | 3045.0 | 0 | | 3619065 | 131511 | None | code016 | 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. | Each | 577.5 | 577.5 | 2.0 | False | None | None | False | None | False | 1155.0 | 0 | | 3619066 | 131511 | None | code017 | 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. | Each | 1207.5 | 1207.5 | 4.0 | False | None | None | False | None | False | 4830.0 | 0 | | 3619067 | 131511 | None | code018 | 5.21 Supplying,fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50Hz AC with lates tmicrocontroller based,digital read out of percentage leakage current, programmable delay/auto/manual reset facility suitable to mount on DIN rail/ flush mounting on panel board.
Each 9255.00 | Cum | 9255.0 | 9255.0 | 2.0 | False | None | None | False | None | False | 18510.0 | 0 | | 3619068 | 131511 | None | code019 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in
Charge. Concealed work, including cutting chases and making good the walls etc.13.32.4 32 mm nominal dia pipes m 557.00 | Each | 584.85 | 584.85 | 20.0 | False | None | None | False | None | False | 11697.0 | 0 | | 3619069 | 131511 | None | code020 | Earth Work Excavation Mechanical Earth work excavation for Foundation by mechanical means for all works & depth up to 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, arricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 149.44 | False | None | None | False | None | False | 16005.024 | 0 | | 3619070 | 131511 | None | code021 | 2.1 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, aid 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. 2.1.1 Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5604.9 | 5604.9 | 3.75 | False | None | None | False | None | False | 21018.375 | 0 | | 3619071 | 131511 | None | code022 | RCC (M20) Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub-structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8852.2 | 8852.2 | 11.66 | False | None | None | False | None | False | 103216.652 | 0 | | 3619072 | 131511 | None | code023 | TMT Steel Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary erations complete as per drawing and technical specification | Tonne | 82961.55 | 82961.55 | 1.28 | False | None | None | False | None | False | 106190.784 | 0 | | 3619073 | 131511 | None | code024 | 15.23 Retaining Wall (Inside) / OHT / UG Sump Tanks
Providing & Applying Crystalline waterproofing slurry coat RCC structure like Retaining wall, Underground tank. The material having chemical resistance properties, seals shrinkage cracks up to 0.4 mm width, capable of preventing water dampness & seepages, Water permeability is Nil confirms to BS EN 12390 Part 8: 2000. Powder to water mixed at a ratio (5:2) 5 parts powder and 2 parts water, applied @ 1.5kg/m2 in 2 coats to achieve 1.0mm DFT on a cleaned surface free from all loose materials etc., complete. The finished cost to include surface preparation completely as per specification. m2 2,450.00 | Sqm | 2572.5 | 2572.5 | 76.8 | False | None | None | False | None | False | 197568.0 | 0 | | 3619074 | 131511 | None | code025 | 7.3 Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lift Each 2140 | No | 2247.0 | 2247.0 | 1.0 | False | None | None | False | None | False | 2247.0 | 0 | | 3619075 | 131511 | None | code026 | 7.12 Ladder inside the container: Providing anodized aluminium ladder
using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x
25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle
of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters
with necessary G.I. fasteners for bracing the ladders to the Tank walls to
prevent buckling of the ladder with necessary (M-15) bed for embedding
the ladder bottom complete
7.12.1 aluminium ladder MTR 5100 | Mtr | 5355.0 | 5355.0 | 3.0 | False | None | None | False | None | False | 16065.0 | 0 | | 3619076 | 131511 | None | code027 | 21.1 Water purification plants: Providing, Installation and Commissioning of
automatic Water purification plant (RO+UF) with all accessories piping,
product water tank on single phase power supply as per the enclosed
detailed Technical Specifications including cost of material, loading
and unloading and as directed by the Engineer in charge. (Ref- detailed
specification enclosed seperatly). Note:- 1.The above rates mentioned
are only for the preparation of estimate purpose. 2. All items are to be of
BSI /NFS standards,with BSI / NFS mark . 3. Tenders to be invited for
procurement. 4. No direct payment should be made under any situation
or condition or on any account. 5. After commissioning of plant necessary
testing to be done for the satisfactory of Engineer Incharge. Note : Refer
the ANNEXURE : F for Detailed Specification of Each components 21.1.7 For 500 LPH SS : Skid Type Each 327000 | No | 343350.0 | 343350.0 | 1.0 | False | None | None | False | None | False | 343350.0 | 0 | | 3619077 | 131511 | None | code028 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply, including all CPVC
plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00
m spacing. This includes jointing of pipes & fittings with one step CPVC
solvent cement and the cost of cutting chases and making good the
same including testing of joints complete as per direction of Engineer in
Charge. Concealed work, including cutting chases and making good the
walls etc.13.32.4 32 mm nominal dia pipes m 557.00 | Each | 584.85 | 584.85 | 80.0 | False | None | None | False | None | False | 46788.0 | 0 | | 3619078 | 131511 | None | code029 | Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and supplying 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 thedistribution main pipe with SS / Brass ferrule of size 1/2” x 3/4” and fixing the union joint and gate valve / stop cock before the meter point and a reflex valve / non-return 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 color pipie of PN 16 / SDR 11 or Higher grade conforming to standards with brass cutter,flow regurator,water tight cap with O’ring ,long spigot for making bore/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, Gemany. The Saddle should be manufactured Virgin Compounded PE 100 material.Tapping 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 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 re-done 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.for following diameters: (for minimum length of 2m)
a) For minimum length of 2.0 mtr, 15mm dia HSC | Each | 6874.35 | 6874.35 | 14.0 | False | None | None | False | None | False | 96240.9 | 0 | | 3619079 | 131511 | None | code030 | Providing house connection with excavation in all types of soils cutting with machine cutter without damaging the other utilities and supplying 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 thedistribution main pipe with SS / Brass ferrule of size 1/2” x 3/4” and fixing the union joint and gate valve / stop cock before the meter point and a reflex valve / non-return 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 color pipie of PN 16 / SDR 11 or Higher grade conforming to standards with brass cutter,flow regurator,water tight cap with O’ring ,long spigot for making bore/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, Gemany. The Saddle should be manufactured Virgin Compounded PE 100 material.Tapping 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 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 re-done 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.for following diameters:b) For minimum length of 3.0 mtr, 15mm dia HSC | Each | 7866.6 | 7866.6 | 15.0 | False | None | None | False | None | False | 117999.0 | 0 | | 3619080 | 131511 | None | code031 | Supply and fixing of HDPE water meter box with locking arrangement to protect the water meter of Class ‘B’ Multijet type of size 15 to 32 mm including HDPE box with base dia 300mm x lid dia 200mm x height 250mm with openable lid and the cover is buried below GL with lid flush with GL including earth work excavation for 600mm x 600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12-20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height, disposal of excess earth with all lead and lifts with appurtenances complete as per drawing enclosed. | Each | 563.85 | 563.85 | 29.0 | False | None | None | False | None | False | 16351.65 | 0 | | 3619081 | 131511 | None | code032 | Supplying and fixing Multijet class B inferential type, AMR compatible water meters with IP 68 protection totalizer confoming to IS 779 with its latest amendments of following size to service connections including conveying and fixing of necessary G.I. specials with appurtenances. complete, with all lead and lift. | Each | 1731.45 | 1731.45 | 29.0 | False | None | None | False | None | False | 50212.05 | 0 | | 3619082 | 131511 | None | code033 | Providing & fixing electro fusion saddle comply with Bs EN12201 -3:2011, PN-12.5 rating and food grade raw material as per BS 6920 with material of construction PE 80 or PE 100 and colour of fitting - Blue/Black for water applications, EF tappinB saddle is V-Regarding type. Designed to fuse at a fusion voltage of 40 volt Ac. EF tapping saddle shall have moulded
SS/Brass metal female threaded outlet. EF tapping saddle is fused by using a top loading piller type pressure exertin8 150ON (150 kg appn.) top load on EF saddle. Fusion tlme is 170 secs and cooling time is 10mins, Exerted pressure shoud be removed after completing the 10 mins cooling time. 63x20,75x20,90x20,110x20,140x20 | Each | 367.5 | 367.5 | 29.0 | False | None | None | False | None | False | 10657.5 | 0 | | 3619083 | 131511 | None | code034 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of
Engineer-in-charge | Cum | 1746.15 | 1746.15 | 3.71 | False | None | None | False | None | False | 6478.2165 | 0 | | 3619084 | 131511 | None | code035 | 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, 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.(Vol-3, Page no: 51 item no: 6.5) | Cum | 6692.7 | 6692.7 | 3.7125 | False | None | None | False | None | False | 24846.64875 | 0 | | 3619085 | 131511 | None | code036 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 160mm(weight of pipe -3.923 kg) | Mtr | 678.3 | 678.3 | 235.0 | False | None | None | False | None | False | 159400.5 | 0 | | 3619086 | 131511 | None | code037 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp | Kgs | 2223.9 | 2223.9 | 30.0 | False | None | None | False | None | False | 66717.0 | 0 | | 3619087 | 131511 | None | code038 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | Cum | 1052.1 | 1052.1 | 2.7 | False | None | None | False | None | False | 2840.67 | 0 | | 3619088 | 131511 | None | code039 | Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | Cum | 1245.3 | 1245.3 | 1.35 | False | None | None | False | None | False | 1681.155 | 0 | | 3619089 | 131511 | None | code040 | Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. | Cum | 1251.6 | 1251.6 | 1.35 | False | None | None | False | None | False | 1689.66 | 0 | | 3619090 | 131511 | None | code041 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 2.85 | False | None | None | False | None | False | 16949.52 | 0 | | 3619091 | 131511 | None | code042 | TMT Steel
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/ welding joints, tying with binding wire /soft annealed steel wire and other ancilary operations complete as per drawing and technical specification - For Buildings PWD CSR 2023-24, Vol-I, P. No. 18, I. No. 2.11a | Tonne | 93929.85 | 93929.85 | 0.79 | False | None | None | False | None | False | 74204.5815 | 0 | | 3619092 | 131511 | None | code043 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10622.64 | 10622.64 | 15.59 | False | None | None | False | None | False | 165606.9576 | 0 | | 3619093 | 131511 | None | code044 | Supply and fixing of Filter Media | Each | 8000.0 | 8000.0 | 6.0 | False | None | None | False | None | False | 48000.0 | 0 | | 3619094 | 131511 | None | code045 | KSRB 13-11.1 : Providing and placing on terrace, polyethylene water storage tanks with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM of equipments and testing complete as per specifications. (For 1000 litre capacity) | Ltr | 9.45 | 9.45 | 5000.0 | False | None | None | False | None | False | 47250.0 | 0 | | 3619095 | 131511 | None | code046 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 13.31.2 20 mm nominal dia Pipes m 242.00 122 | Sqm | 254.1 | 254.1 | 90.0 | False | None | None | False | None | False | 22869.0 | 0 | | 3619096 | 131511 | None | code047 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor typ e NOTE: 1) DOLDirect Online Starter 2) S-D- Star Delta Starter Upto 3 HP pumps | Each | 6825.0 | 6825.0 | 2.0 | False | None | None | False | None | False | 13650.0 | 0 | | 3619097 | 131511 | None | code048 | 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 and latest amendment etc. complete.12 STG PWD SR 2023-24 Vol:5 P.NO.149 I.No:13.6.3 | Each | 15241.8 | 15241.8 | 2.0 | False | None | None | False | None | False | 30483.6 | 0 | | 3619098 | 131511 | None | code049 | 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 amendments. 1x3x4 Sqm PWD SR 2023-24 Vol:5 P.NO.154 I.No:13.22.3 | Mtr | 141.75 | 141.75 | 60.0 | False | None | None | False | None | False | 8505.0 | 0 | | 3619099 | 131511 | None | code050 | Providing main connection from pole PVC insulated sheathed steel wire
cable in GI pipe as per IS 1554/ 1988 with latest amendments with ISI
mark from KPTCL pole to meter board unit. 13.37 PWD SR 2023-24 Vol:5 P.NO.156 I.No:13.37 | Mtr | 89.25 | 89.25 | 100.0 | False | None | None | False | None | False | 8925.0 | 0 |
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