Rural Water Supply And Sanitation Department Tender
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Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Costs
EMD
₹ 5,82,100Document Cost
NATender Fee
NA
Description
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Contact
Tender Id
RWSSD/2020-21/WS/WORK_INDENT29711/CALL-2Bid Award Id
ViewTender No
RWSSD/2020-21/WS/WORK_INDENT29711/CALL-2Tender Authority
Rural Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standard procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. [RDW&S SR 2019-20 Chapter No: 10 Item No: 10.20.2- a, b, c, d] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 63mm (KUNAGATTAHALLI= 1851 , MUDUDI GOLLARAHALLI = 3700 ,CHELANAHALLI= 3861 , JADAGATTA = 4377 ,GUTTINAKERE= 4992 , MAKANAHALLI = 1848 ,HEBBARANAHALLI= 1486 ,VITTALAPURA= 2813 ,THIRUPATHIHALLI= 3232 == 28160 )
28160
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3660800
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Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standard procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. [RDW&S SR 2019-20 Chapter No: 10 Item No: 10.20.2- a, b, c, d] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 75mm (KUNAGATTAHALLI= 0 , MUDUDI GOLLARAHALLI = 223 ,CHELANAHALLI= 27 , JADAGATTA = 731 ,GUTTINAKERE= 130 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 88 ,THIRUPATHIHALLI= 10 == 1209 )
1209
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195858
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Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standard procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. [RDW&S SR 2019-20 Chapter No: 10 Item No: 10.20.2- a, b, c, d] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 90mm (KUNAGATTAHALLI= 0 , MUDUDI GOLLARAHALLI = 976 ,CHELANAHALLI= 53 , JADAGATTA = 0 ,GUTTINAKERE= 106 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 0 ,THIRUPATHIHALLI= 338 == 1473 )
1473
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309330
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Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments [RDW&S SR 2019-20 Chapter No: 12 Item No: 12.05 a & c] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 50.00 mm dia (KUNAGATTAHALLI= 24 , MUDUDI GOLLARAHALLI = 47 ,CHELANAHALLI= 42 , JADAGATTA = 56 ,GUTTINAKERE= 88 , MAKANAHALLI = 32 ,HEBBARANAHALLI= 22 ,VITTALAPURA= 44 ,THIRUPATHIHALLI= 32 == 387 )
387
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460530
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Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments [RDW&S SR 2019-20 Chapter No: 12 Item No: 12.05 a & c] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 65.00 mm dia (KUNAGATTAHALLI= 0 , MUDUDI GOLLARAHALLI = 0 ,CHELANAHALLI= 1 , JADAGATTA = 2 ,GUTTINAKERE= 2 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 1 ,VITTALAPURA= 4 ,THIRUPATHIHALLI= 3 == 13 )
13
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17615
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Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments [RDW&S SR 2019-20 Chapter No: 12 Item No: 12.05 a & c] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 80.00 mm dia (KUNAGATTAHALLI= 0 , MUDUDI GOLLARAHALLI = 0 ,CHELANAHALLI= 2 , JADAGATTA = 0 ,GUTTINAKERE= 3 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 0 ,THIRUPATHIHALLI= 3 == 8 )
8
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13200
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Labour charges for making, fixing and testing of flanged joints for Cast Iron pipes / D.I. Pipes and specials with rubber insertion and necessary bolts and nuts and giving necessary hydraulic pressure test including conveying, loading and unloading the jointing materials etc., complete. [RDW&S SR 2019-20 Chapter No. 10 Item No: 10.08] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 80 mm dia (KUNAGATTAHALLI= 24 , MUDUDI GOLLARAHALLI = 49 ,CHELANAHALLI= 45 , JADAGATTA = 58 ,GUTTINAKERE= 93 , MAKANAHALLI = 32 ,HEBBARANAHALLI= 23 ,VITTALAPURA= 48 ,THIRUPATHIHALLI= 38 == 410 )
408
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32232
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Supply and delivery of Woltman model with removal mechanism water meters confirming to ISO 4064 part I,II,III class B or IS 779 and IS 2373 with life cycle test certificate from FCRI/ NABL accredited lab. The water meters shall have magnetic drivers or mechanical drivers and shall be versatile for installation in any position. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointer of the meter shall be as per ISO 4064 class B specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates. [RDW&S SR 2019-20 Chapter No. 15 Item No: 15.40.3] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 50mm (KUNAGATTAHALLI= 1 , MUDUDI GOLLARAHALLI = 2 ,CHELANAHALLI= 0 , JADAGATTA = 1 ,GUTTINAKERE= 0 , MAKANAHALLI = 1 ,HEBBARANAHALLI= 2 ,VITTALAPURA= 4 ,THIRUPATHIHALLI= 0 == 11 )
11
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156772
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Supply and delivery of Woltman model with removal mechanism water meters confirming to ISO 4064 part I,II,III class B or IS 779 and IS 2373 with life cycle test certificate from FCRI/ NABL accredited lab. The water meters shall have magnetic drivers or mechanical drivers and shall be versatile for installation in any position. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointer of the meter shall be as per ISO 4064 class B specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates. [RDW&S SR 2019-20 Chapter No. 15 Item No: 15.40.3] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 80mm (KUNAGATTAHALLI= 0 , MUDUDI GOLLARAHALLI = 0 ,CHELANAHALLI= 1 , JADAGATTA = 0 ,GUTTINAKERE= 1 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 0 ,THIRUPATHIHALLI= 1 == 3 )
3
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58353
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Road Restoration Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level , including cost of materials, labour and HOM of machineries complete as per specifications. [RDW&S SR 2019-20 Chapter No: 8 Item No: 8.04] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 232.68 , MUDUDI GOLLARAHALLI = 1259.4 ,CHELANAHALLI= 1124.7 , JADAGATTA = 1143.3 ,GUTTINAKERE= 1263.6 , MAKANAHALLI = 327.6 ,HEBBARANAHALLI= 325.92 ,VITTALAPURA= 635.4 ,THIRUPATHIHALLI= 925.2 == 7237.8 )
7237.8
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7635879
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Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts. (Compacting with vibro roller) Note: Add Rs. 203.00 / cum for earth obtained from borrow pits. [RDW&S SR 2019-20 Chapter No: 2 Item No: 2.25] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 436.8 , MUDUDI GOLLARAHALLI = 1119.75 ,CHELANAHALLI= 889.53 , JADAGATTA = 1181.88 ,GUTTINAKERE= 1200.89 , MAKANAHALLI = 436.49 ,HEBBARANAHALLI= 339.19 ,VITTALAPURA= 677.24 ,THIRUPATHIHALLI= 817.18 == 7098.95 )
7098.95
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731191.85
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Valve Chambers Supplying and fixing of fixed height surface box H -4057 MD - KU with PP 40% GF Lid housing of PA+ locking clip of PP with notched bolt M 12 x 130 hexagon hrad A2 - 70 for service connection valves design derived from DIN 4057 should be supplied with support tile ( FSL, FSS , SI) should br able to recieve class AA traffic loads [KUWS&DB SR 2018-19 Pg No. 23 itm 20] For 50 - 200 mm Sluice and Scour Valve the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 24 , MUDUDI GOLLARAHALLI = 47 ,CHELANAHALLI= 45 , JADAGATTA = 58 ,GUTTINAKERE= 93 , MAKANAHALLI = 32 ,HEBBARANAHALLI= 23 ,VITTALAPURA= 48 ,THIRUPATHIHALLI= 38 == 408 )
408
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1115880
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Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.460 cum, with super plasticisers @ 3 liters confirming to IS 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick,vibrated for all works in foundation for footings, pedestals, retaining walls, return walls, walls (any thickness ) including attached pilasters, columns pillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications.[RDW&S SR 2019-20 Chapter No: 4 Item No: 4.08] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 0.43 , MUDUDI GOLLARAHALLI = 0.86 ,CHELANAHALLI= 0.43 , JADAGATTA = 0.43 ,GUTTINAKERE= 0.43 , MAKANAHALLI = 0.43 ,HEBBARANAHALLI= 0.86 ,VITTALAPURA= 1.73 ,THIRUPATHIHALLI= 0.43 == 6.03 )
6.03
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34618.23
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Providing and removing centering, shuttering, strutting, proppingetc., and removal of form work for foundations, footings, basesof columns for mass concrete including cost of all materials, labour complete as per specificaitons.[RDW&S SR 2019-20 Chapter No: 4 Item No: 4.20] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 1.44 , MUDUDI GOLLARAHALLI = 2.88 ,CHELANAHALLI= 1.94 , JADAGATTA = 1.44 ,GUTTINAKERE= 1.44 , MAKANAHALLI = 1.44 ,HEBBARANAHALLI= 2.88 ,VITTALAPURA= 5.76 ,THIRUPATHIHALLI= 1.44 == 20.66 )
20.16
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5302.08
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Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoir, cost of materials, labour, HOM of machinery complete as per specifications TMT bars Fe 500 [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.59.1] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 0.03 , MUDUDI GOLLARAHALLI = 0.06 ,CHELANAHALLI= 0.03 , JADAGATTA = 0.03 ,GUTTINAKERE= 0.03 , MAKANAHALLI = 0.03 ,HEBBARANAHALLI= 0.06 ,VITTALAPURA= 0.11 ,THIRUPATHIHALLI= 0.03 == 0.41 )
0.41
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27947.24
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Providing and constructing load bearing wall with solid concrete blocks having block density not less than 1800kg/m3 having a minimum average compressive strength of 5.00 N/mm2 confirming to IS 2185 (Part 1):2005 and constructed with CM 1:4, as per IS 2572:2005 including cost of all materials labour charges, scaffolding, curing, hire charges of machineries etc., complete as per specifications with solid concrete blocks of size 400x150x200mm [RDW&S SR 2019-20 Chapter No: 5 Item No: 5.07.2] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 2.94 , MUDUDI GOLLARAHALLI = 5.88 ,CHELANAHALLI= 2.94 , JADAGATTA = 2.94 ,GUTTINAKERE= 2.94 , MAKANAHALLI = 2.94 ,HEBBARANAHALLI= 5.88 ,VITTALAPURA= 11.76 ,THIRUPATHIHALLI= 2.94 == 41.16 )
41.16
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32516.4
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Providing and constructing stand post of size 1.22mx1.22m for public fountains with RCC post of size 1.22mx0.38mx0.10m with top rounded and RCC kerb slabs of size 1.22m x0.30m x0.05m in CC 1:2:4 with 12mm size granite, trap or basalt jelly with nominal reinforcement as per design, plastering with CM 1:4 20mm thick to the exposed faces, with pot rest slab of size 0.45mx0.30mx0.20m in CC 1:2:4 with central dip and CC platform 1:2:4 10cm thick and smooth finishing with CM 1:3 to exposed faces with necessary formwork, cantering, mixing, curing as per specifications including cost of steel and necessary earthwork excavation and disposing of the excavated earth as directed with all leads and lifts etc. [RDW&S SR 2019-20 Chapter No: 10 Item No: 10.12] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 2 , MUDUDI GOLLARAHALLI = 2 ,CHELANAHALLI= 2 , JADAGATTA = 2 ,GUTTINAKERE= 2 , MAKANAHALLI = 2 ,HEBBARANAHALLI= 2 ,VITTALAPURA= 2 ,THIRUPATHIHALLI= 2 == 18 )
18
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71532
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HH CONNECTION Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 mtrs and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata. (Manual Means) [RDW&S SR 2019-20 Chapter No: 2 Item No: 2.22.1 & 2.22.2] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 27 , MUDUDI GOLLARAHALLI = 140.4 ,CHELANAHALLI= 138.24 , JADAGATTA = 105.3 ,GUTTINAKERE= 130.14 , MAKANAHALLI = 43.74 ,HEBBARANAHALLI= 29.16 ,VITTALAPURA= 57.78 ,THIRUPATHIHALLI= 78.84 == 750.6 )
750.6
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196657.2
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Supply and installation of water connections to individual houses up to water meter point and (excluding civil works like Earthwork excavation for the pipeline trenches and restoration work) for laying of MDPE / GI pipes of 15 / 20 mm diameters for the house connection .Including supply and laying of MDPE and GI pipes with special such as Electro fusion tapping ferrule or suitable dia saddles (All size like 90/75/63 mm Dia) of required pressure rating or higher grade of approved make conforming standard specifications with brass cutter, flow regulator, water tight cap-cutting edges for making hole/tapping suitable to HDPE distribution mains by electro fusion welding. Tapping ferrules (Mechanical type clamp saddle) Including cost of Water Meter MDPE and GI pipes, with all specials such as MDPE Bend Adopter sadle and GI tee, GI elbow, GI coupler, stopper and brass or SS tap Etc complete including neat and water tight fitting and As directed by engineer in charge Approved Rate as per SE, Mysore Circle 2020-21/1089, Dated on 09\11\2020 the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 50 , MUDUDI GOLLARAHALLI = 260 ,CHELANAHALLI= 256 , JADAGATTA = 195 ,GUTTINAKERE= 241 , MAKANAHALLI = 81 ,HEBBARANAHALLI= 54 ,VITTALAPURA= 107 ,THIRUPATHIHALLI= 146 == 1390 )
1390
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6929150
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Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts. (Compacting with vibro roller) Note: Add Rs. 203.00 / cum for earth obtained from borrow pits.[RDW&S SR 2019-20 Chapter No: 2 Item No: 2.25] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 27 , MUDUDI GOLLARAHALLI = 140.4 ,CHELANAHALLI= 138.24 , JADAGATTA = 105.3 ,GUTTINAKERE= 130.14 , MAKANAHALLI = 43.74 ,HEBBARANAHALLI= 29.16 ,VITTALAPURA= 57.78 ,THIRUPATHIHALLI= 78.84 == 750.6 )
750.6
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77311.8
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OHT Earth work in excavation of foundation of structures upto 3 m depth as per drawing and technical specification, including setting out, providing shoring,strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead, including cost of labour, materials and HOM of machineries, etc., complete. [RDW&S SR 2019-20 Chapter No: 2 Item No: 2.09.1] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 31.11 , MUDUDI GOLLARAHALLI = 65.18 ,CHELANAHALLI= 65.18 , JADAGATTA = 65.17 ,GUTTINAKERE= 65.18 , MAKANAHALLI = 48.97 ,HEBBARANAHALLI= 32.47 ,VITTALAPURA= 39.5 ,THIRUPATHIHALLI= 50.21 == 462.97 )
463.03
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24077.56
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Providing and laying in position plain cement concrete of grade M 10 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregtes @ 0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation including cost of all materials, labour, HOM of machinery, curing complete as per specifications. [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.42] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 2.03 , MUDUDI GOLLARAHALLI = 4.21 ,CHELANAHALLI= 4.21 , JADAGATTA = 3.27 ,GUTTINAKERE= 4.21 , MAKANAHALLI = 4.65 ,HEBBARANAHALLI= 2.73 ,VITTALAPURA= 2.29 ,THIRUPATHIHALLI= 2.73 == 30.33 )
30.33
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158079.96
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Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete for R. rafts, raft ring-beam, column footing, columns below ground level (exclusive cost of steel and fabrication charges) [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.43] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 0 , MUDUDI GOLLARAHALLI = 0 ,CHELANAHALLI= 0 , JADAGATTA = 0 ,GUTTINAKERE= 0 , MAKANAHALLI = 10.28 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 0 ,THIRUPATHIHALLI= 0 == 10.28 )
10.28
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70551.64
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Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete for R. rafts, raft ring-beam, column footing, columns below ground level (exclusive cost of steel and fabrication charges) [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.44] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 4.94 , MUDUDI GOLLARAHALLI = 11.58 ,CHELANAHALLI= 11.58 , JADAGATTA = 8.79 ,GUTTINAKERE= 11.58 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 4.86 ,VITTALAPURA= 5.75 ,THIRUPATHIHALLI= 7.74 == 66.82 )
66.82
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516184.5
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Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 340 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.70 cum and fine aggregates @0.47 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete as per design and specification for staging, columns and braces above ground level (exclusive of cost of steel and fabrication charges) [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.47.2] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 0 , MUDUDI GOLLARAHALLI = 0 ,CHELANAHALLI= 0 , JADAGATTA = 0 ,GUTTINAKERE= 0 , MAKANAHALLI = 7.58 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 0 ,THIRUPATHIHALLI= 0 == 7.58 )
7.58
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80241.88
... More
Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete as per design and specification for staging, columns and braces above ground level (exclusive of cost of steel and fabrication charges) [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.48.2] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 4.32 , MUDUDI GOLLARAHALLI = 6.57 ,CHELANAHALLI= 0 , JADAGATTA = 4.68 ,GUTTINAKERE= 6.57 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 4.32 ,VITTALAPURA= 4.68 ,THIRUPATHIHALLI= 6.03 == 37.17 )
37.17
-
400804.11
... More
Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete as per design and specification for staging, columns and braces above ground level (exclusive of cost of steel and fabrication charges) [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.48.3] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 0 , MUDUDI GOLLARAHALLI = 0 ,CHELANAHALLI= 7.38 , JADAGATTA = 0 ,GUTTINAKERE= 0 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 0 ,THIRUPATHIHALLI= 0 == 7.38 )
7.38
-
81622.8
... More
Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 340 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.70 cum and fine aggregates @0.47 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete as per design and specification and giving satisfactory water proof test including construction joints wherever necessary as per the directions of the departmental Officers complete for ring beam, side walls, bottom dome or bottom slab, shell portion and bottom ribs (exclusive of cost of steel and fabrication charges and jointing materials) [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.51.2] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 0 , MUDUDI GOLLARAHALLI = 0 ,CHELANAHALLI= 0 , JADAGATTA = 0 ,GUTTINAKERE= 0 , MAKANAHALLI = 8.87 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 0 ,THIRUPATHIHALLI= 0 == 8.87 )
8.87
-
147516.97
... More
Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete as per design and specification and giving satisfactory water proof test including construction joints wherever necessary as per the directions of the departmental Officers complete for ring beam, side walls, bottom dome or bottom slab, shell portion and bottom ribs (exclusive of cost of steel and fabrication charges and jointing materials) [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.52.2] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 9.63 , MUDUDI GOLLARAHALLI = 17.3 ,CHELANAHALLI= 0 , JADAGATTA = 11.28 ,GUTTINAKERE= 17.3 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 7.77 ,VITTALAPURA= 10.7 ,THIRUPATHIHALLI= 13.21 == 87.19 )
87.19
-
1457468.04
... More
Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete as per design and specification and giving satisfactory water proof test including construction joints wherever necessary as per the directions of the departmental Officers complete for ring beam, side walls, bottom dome or bottom slab, shell portion and bottom ribs (exclusive of cost of steel and fabrication charges and jointing materials) [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.52.3] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 0 , MUDUDI GOLLARAHALLI = 0 ,CHELANAHALLI= 17.3 , JADAGATTA = 0 ,GUTTINAKERE= 0 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 0 ,THIRUPATHIHALLI= 0 == 17.3 )
17.3
-
292214.3
... More
Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @ 340 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.70 cum and fine aggregates @0.47 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., completeas per design and specifications etc., complete for top rib and top dome or top slab (exclusive cost of steel and fabrication charges) [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.55.2] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 0 , MUDUDI GOLLARAHALLI = 0 ,CHELANAHALLI= 0 , JADAGATTA = 0 ,GUTTINAKERE= 0 , MAKANAHALLI = 3.4 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 0 ,THIRUPATHIHALLI= 0 == 3.4 )
3.4
-
45920.4
... More
Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., completeas per design and specifications etc., complete for top rib and top dome or top slab (exclusive cost of steel and fabrication charges) [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.56.2] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 9.36 , MUDUDI GOLLARAHALLI = 14.6 ,CHELANAHALLI= 0 , JADAGATTA = 14.37 ,GUTTINAKERE= 14.6 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 7.6 ,VITTALAPURA= 8.85 ,THIRUPATHIHALLI= 12.94 == 82.32 )
82.32
-
1118811.12
... More
Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., completeas per design and specifications etc., complete for top rib and top dome or top slab (exclusive cost of steel and fabrication charges) [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.56.3] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 0 , MUDUDI GOLLARAHALLI = 0 ,CHELANAHALLI= 14.6 , JADAGATTA = 0 ,GUTTINAKERE= 0 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 0 ,THIRUPATHIHALLI= 0 == 14.6 )
14.6
-
200983.6
... More
Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications TMT bars Fe 550 [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.59.2] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 3.11 , MUDUDI GOLLARAHALLI = 5.51 ,CHELANAHALLI= 5.59 , JADAGATTA = 4.3 ,GUTTINAKERE= 5.51 , MAKANAHALLI = 3.01 ,HEBBARANAHALLI= 2.7 ,VITTALAPURA= 3.3 ,THIRUPATHIHALLI= 4.39 == 37.42 )
37.42
-
2575057.3
... More
Providing and fixing M.S. ladder between landing 45 cms. wide using angle iron of following size and 20 mm M.S. bars at 25cms. centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25mm dia G.I. pipes with angle iron props at 2 mtrs, interval and 0.5 mtr, height including fixing in ground with C.C. 1:2:4 and two coats of nonpoisonous anticorrosive bituminous paint with alllead and lift etc., complete. 65x65x8mm angle iron frame. [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.62] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 11 , MUDUDI GOLLARAHALLI = 12 ,CHELANAHALLI= 13 , JADAGATTA = 11 ,GUTTINAKERE= 12 , MAKANAHALLI = 16.7 ,HEBBARANAHALLI= 11 ,VITTALAPURA= 11 ,THIRUPATHIHALLI= 11 == 108.7 )
108.7
-
197942.7
... More
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 [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.63] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 2.65 , MUDUDI GOLLARAHALLI = 3.05 ,CHELANAHALLI= 3.05 , JADAGATTA = 2.85 ,GUTTINAKERE= 3.05 , MAKANAHALLI = 1.9 ,HEBBARANAHALLI= 2.3 ,VITTALAPURA= 2.55 ,THIRUPATHIHALLI= 2.75 == 24.15 )
24.15
-
74840.85
... More
Providing and constructing RCC hexagonal ventilator finial for RCC over head tank the finial to be constructed with CC (M-20) proportion using 20mm and down size jelly with reinforcement using 6mm dia., M.S. rods 4 nos., for each of the pillars both ways for full width of doom at 12cm c/c, the ventilator to be of 0.45 M x 0.5 M size provided with 25mm x 25mm x 5mm M.S. frame welded with diamond mesh to its full width and depth fully covered with aluminium mosquito mesh finished smooth with CM 1:3 proportion to required shape and size and ornamental finish including two coats of anti-corrosive paint for frame and mesh and two coats of cement paint matching to over head tank etc., complete. [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.65] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 1 , MUDUDI GOLLARAHALLI = 1 ,CHELANAHALLI= 1 , JADAGATTA = 1 ,GUTTINAKERE= 1 , MAKANAHALLI = 1 ,HEBBARANAHALLI= 1 ,VITTALAPURA= 1 ,THIRUPATHIHALLI= 1 == 9 )
9
-
51300
... More
Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.) [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.66] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 1 , MUDUDI GOLLARAHALLI = 1 ,CHELANAHALLI= 1 , JADAGATTA = 1 ,GUTTINAKERE= 1 , MAKANAHALLI = 1 ,HEBBARANAHALLI= 1 ,VITTALAPURA= 1 ,THIRUPATHIHALLI= 1 == 9 )
9
-
16362
... More
Providing and fixing enameled gauge plate 3 mm thick, 0.23 M wide with plastic float thick plastic indicator and flexible nylon wire etc., complete to 2.50 M height. [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.67] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 1 , MUDUDI GOLLARAHALLI = 1 ,CHELANAHALLI= 1 , JADAGATTA = 1 ,GUTTINAKERE= 1 , MAKANAHALLI = 1 ,HEBBARANAHALLI= 1 ,VITTALAPURA= 1 ,THIRUPATHIHALLI= 1 == 9 )
9
-
30438
... More
Labour charges for fixing puddle flanges in position of RCC including (80mm to 200mm) [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.68] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 4 , MUDUDI GOLLARAHALLI = 4 ,CHELANAHALLI= 4 , JADAGATTA = 4 ,GUTTINAKERE= 4 , MAKANAHALLI = 4 ,HEBBARANAHALLI= 4 ,VITTALAPURA= 4 ,THIRUPATHIHALLI= 4 == 36 )
36
-
16416
... More
Providing 12mm thick cement plaster in single coat with cement mortar 1:3, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. [RDW&S SR 2019-20 Chapter No: 9 Item No: 9.05] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 125.75 , MUDUDI GOLLARAHALLI = 211.45 ,CHELANAHALLI= 222.25 , JADAGATTA = 148.34 ,GUTTINAKERE= 211.45 , MAKANAHALLI = 168.98 ,HEBBARANAHALLI= 106.14 ,VITTALAPURA= 144.48 ,THIRUPATHIHALLI= 175.95 == 1514.79 )
1514.79
-
319620.69
... More
Providing 2 coats of Snowcem/Water-proof cement paint of approved colour and shade over one coat of primer including curing etc., complete for RCC over head tank.[RDW&S SR 2019-20 Chapter No: 4 Item No: 4.70] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 125.75 , MUDUDI GOLLARAHALLI = 211.45 ,CHELANAHALLI= 222.25 , JADAGATTA = 148.34 ,GUTTINAKERE= 211.45 , MAKANAHALLI = 168.98 ,HEBBARANAHALLI= 106.14 ,VITTALAPURA= 144.48 ,THIRUPATHIHALLI= 175.95 == 1514.79 )
1514.79
-
322650.27
... More
Laying cast iron pipes and specials of all classes without earth work, true to line and level including conveying carefully to site, rolling and lowering into trenches and perfect linking of joints etc., wherever necessary [RDW&S SR 2019-20 Chapter No. 10 Item No: 10.11.1] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 80mm (KUNAGATTAHALLI= 9 , MUDUDI GOLLARAHALLI = 9 ,CHELANAHALLI= 9 , JADAGATTA = 9 ,GUTTINAKERE= 9 , MAKANAHALLI = 21 ,HEBBARANAHALLI= 37 ,VITTALAPURA= 9 ,THIRUPATHIHALLI= 9 == 121 )
121
-
6292
... More
Laying cast iron pipes and specials of all classes without earth work, true to line and level including conveying carefully to site, rolling and lowering into trenches and perfect linking of joints etc., wherever necessary [RDW&S SR 2019-20 Chapter No. 10 Item No: 10.11.1] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 100mm (KUNAGATTAHALLI= 9 , MUDUDI GOLLARAHALLI = 12 ,CHELANAHALLI= 12 , JADAGATTA = 9 ,GUTTINAKERE= 12 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 9 ,THIRUPATHIHALLI= 9 == 72 )
72
-
3888
... More
Laying cast iron pipes and specials of all classes without earth work, true to line and level including conveying carefully to site, rolling and lowering into trenches and perfect linking of joints etc., wherever necessary [RDW&S SR 2019-20 Chapter No. 10 Item No: 10.11.1] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 150mm (KUNAGATTAHALLI= 19 , MUDUDI GOLLARAHALLI = 21 ,CHELANAHALLI= 21 , JADAGATTA = 19 ,GUTTINAKERE= 21 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 19 ,THIRUPATHIHALLI= 19 == 139 )
139
-
10286
... More
KSRRB M800-10. Painting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications (ii) English and Roman-Hyphen and the like not to be measured and paid for "MORTH Specification No 801 the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 1600 , MUDUDI GOLLARAHALLI = 1600 ,CHELANAHALLI= 1600 , JADAGATTA = 1600 ,GUTTINAKERE= 1600 , MAKANAHALLI = 1600 ,HEBBARANAHALLI= 1600 ,VITTALAPURA= 1600 ,THIRUPATHIHALLI= 1600 == 14400 )
14400
-
10080
... More
Supplying,laying,jointing,testing and commissioning of G.I.pipes confirming to IS 1239:9000 With latest amendments,Including fixing Collars,Elbows,Tees,Bends,Glad cocks and other fittings (Excluding Cost of Specials) With cuts and threads wherever necessary including testing for tightness with all lead and lift etc complete (Contractors shall make his own arrangements for procuring water for testing) [RDW&S SR 2019-20 Chapter No. 10 Item No: 10.04.3] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 12 , MUDUDI GOLLARAHALLI = 13 ,CHELANAHALLI= 14 , JADAGATTA = 12 ,GUTTINAKERE= 13 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 12 ,VITTALAPURA= 12 ,THIRUPATHIHALLI= 12 == 100 )
100
-
35700
... More
Providing 80 mm dia Sluice valve/scour valve confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete.[RDW&S SR 2019-20 Chapter No. 15 Item No: 15.59] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 4 , MUDUDI GOLLARAHALLI = 3 ,CHELANAHALLI= 3 , JADAGATTA = 3 ,GUTTINAKERE= 3 , MAKANAHALLI = 3 ,HEBBARANAHALLI= 4 ,VITTALAPURA= 3 ,THIRUPATHIHALLI= 3 == 29 )
29
-
84100
... More
Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of different sizes as per ISI 181/ 1986 with latest amendments if any, the flange should be drilled as per IS 1538/ 1976, the pipes should bear ISI marking on them.[RDW&S SR 2019-20 Chapter No. 15 Item No: 15.48 & 15.48.5] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 2.75 meter length, 80mm dia (KUNAGATTAHALLI= 3 , MUDUDI GOLLARAHALLI = 3 ,CHELANAHALLI= 3 , JADAGATTA = 3 ,GUTTINAKERE= 3 , MAKANAHALLI = 6 ,HEBBARANAHALLI= 12 ,VITTALAPURA= 3 ,THIRUPATHIHALLI= 3 == 39 )
39
-
109200
... More
Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of different sizes as per ISI 181/ 1986 with latest amendments if any, the flange should be drilled as per IS 1538/ 1976, the pipes should bear ISI marking on them.[RDW&S SR 2019-20 Chapter No. 15 Item No: 15.48 & 15.48.5] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 2.75 meter length, 100mm dia (KUNAGATTAHALLI= 3 , MUDUDI GOLLARAHALLI = 4 ,CHELANAHALLI= 4 , JADAGATTA = 3 ,GUTTINAKERE= 4 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 3 ,THIRUPATHIHALLI= 3 == 24 )
24
-
80568
... More
Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of different sizes as per ISI 181/ 1986 with latest amendments if any, the flange should be drilled as per IS 1538/ 1976, the pipes should bear ISI marking on them.[RDW&S SR 2019-20 Chapter No. 15 Item No: 15.48 & 15.48.5] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 2.75 meter length, 150mm dia (KUNAGATTAHALLI= 6 , MUDUDI GOLLARAHALLI = 7 ,CHELANAHALLI= 7 , JADAGATTA = 6 ,GUTTINAKERE= 7 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 6 ,THIRUPATHIHALLI= 6 == 45 )
45
-
221625
... More
Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of different sizes as per ISI 181/ 1986 with latest amendments if any, the flange should be drilled as per IS 1538/ 1976, the pipes should bear ISI marking on them.[RDW&S SR 2019-20 Chapter No. 15 Item No: 15.48 & 15.48.5] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 1 meter length, 80 mm dia (KUNAGATTAHALLI= 1 , MUDUDI GOLLARAHALLI = 1 ,CHELANAHALLI= 1 , JADAGATTA = 1 ,GUTTINAKERE= 1 , MAKANAHALLI = 4 ,HEBBARANAHALLI= 4 ,VITTALAPURA= 1 ,THIRUPATHIHALLI= 1 == 15 )
15
-
18000
... More
Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of different sizes as per ISI 181/ 1986 with latest amendments if any, the flange should be drilled as per IS 1538/ 1976, the pipes should bear ISI marking on them.[RDW&S SR 2019-20 Chapter No. 15 Item No: 15.48 & 15.48.5] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 1 meter length, 100 mm dia (KUNAGATTAHALLI= 1 , MUDUDI GOLLARAHALLI = 1 ,CHELANAHALLI= 1 , JADAGATTA = 1 ,GUTTINAKERE= 1 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 1 ,THIRUPATHIHALLI= 1 == 7 )
7
-
10423
... More
Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of different sizes as per ISI 181/ 1986 with latest amendments if any, the flange should be drilled as per IS 1538/ 1976, the pipes should bear ISI marking on them.[RDW&S SR 2019-20 Chapter No. 15 Item No: 15.48 & 15.48.5] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 1 meter length, 1500 mm dia (KUNAGATTAHALLI= 2 , MUDUDI GOLLARAHALLI = 2 ,CHELANAHALLI= 2 , JADAGATTA = 2 ,GUTTINAKERE= 2 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 2 ,THIRUPATHIHALLI= 2 == 14 )
14
-
23800
... More
Labour charges for hoisting C.I. flanged pipes 2.75mtrs length in position aligning the plumb and jointing for RCC over head tank 80mm to 200mm [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.69] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 16 , MUDUDI GOLLARAHALLI = 18 ,CHELANAHALLI= 18 , JADAGATTA = 16 ,GUTTINAKERE= 18 , MAKANAHALLI = 10 ,HEBBARANAHALLI= 16 ,VITTALAPURA= 16 ,THIRUPATHIHALLI= 16 == 144 )
144
-
88704
... More
Providing 80 mm dia Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I toXXII) 1978 with latest amendments if any cost of all materials, labour charges etc.complete. [RDW&S SR 2019-20 Chapter No. 15 Item No: 15.57] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 1 , MUDUDI GOLLARAHALLI = 1 ,CHELANAHALLI= 1 , JADAGATTA = 1 ,GUTTINAKERE= 1 , MAKANAHALLI = 1 ,HEBBARANAHALLI= 1 ,VITTALAPURA= 1 ,THIRUPATHIHALLI= 1 == 9 )
9
-
2880
... More
Providing different dia Medium class 90” double flanged bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete.[RDW&S SR 2019-20 Chapter No. 15 Item No: 15.61] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 80mm (KUNAGATTAHALLI= 1 , MUDUDI GOLLARAHALLI = 1 ,CHELANAHALLI= 1 , JADAGATTA = 1 ,GUTTINAKERE= 1 , MAKANAHALLI = 4 ,HEBBARANAHALLI= 1 ,VITTALAPURA= 1 ,THIRUPATHIHALLI= 1 == 12 )
12
-
6000
... More
Providing different dia Medium class 90” double flanged bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete.[RDW&S SR 2019-20 Chapter No. 15 Item No: 15.61] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 100mm (KUNAGATTAHALLI= 1 , MUDUDI GOLLARAHALLI = 1 ,CHELANAHALLI= 1 , JADAGATTA = 1 ,GUTTINAKERE= 1 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 1 ,VITTALAPURA= 1 ,THIRUPATHIHALLI= 1 == 8 )
8
-
4800
... More
Providing different dia Medium class 90” double flanged bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete.[RDW&S SR 2019-20 Chapter No. 15 Item No: 15.61] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 150mm (KUNAGATTAHALLI= 2 , MUDUDI GOLLARAHALLI = 2 ,CHELANAHALLI= 2 , JADAGATTA = 2 ,GUTTINAKERE= 2 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 2 ,VITTALAPURA= 2 ,THIRUPATHIHALLI= 2 == 16 )
16
-
19200
... More
Providing & fixing copper lightning arrester with five spikes and 20mm dia copper tube or suitable length of aluminium strip of spike 25mmx3mm including grounding as per specification. The aluminium strip is to be encased in G.I. conduct pipe or 40mm dia., 6.8 M long suitably joined by collar with all specials, fixed to one of the columns etc., complete up to 6 M staging. [RDW&S SR 2019-20 Chapter No. 4 Item No: 4.72] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 1 , MUDUDI GOLLARAHALLI = 1 ,CHELANAHALLI= 1 , JADAGATTA = 1 ,GUTTINAKERE= 1 , MAKANAHALLI = 1 ,HEBBARANAHALLI= 1 ,VITTALAPURA= 1 ,THIRUPATHIHALLI= 1 == 9 )
8
-
85536
... More
Providing and fixing MS Hand railing for Balcony with 50mm dia MS hollow pipe of 14 gauge, welded to 20mm*20mm MS square rod placed vertically, spaced at 100mm at regular intervals of 600mm. These vertical rods laterally tied to 3 horizontal rods spaced at equal interval.These assembly is fixed to concrete by using expansion bolls and welding the same to reinforcement bars and making good the surface. All the joints and sections hould be cut to length, welding and grinded whereever necessary etc., complete. The work includes cost of all materials,labour charges for all items of work, hire charges for welding, cutting and grinding equipment, and electricity charges etc., complete as per specification and drawing. [RDW&S SR 2019-20 Chapter No 6 Item No:6.22 ] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work. (KUNAGATTAHALLI= 0 , MUDUDI GOLLARAHALLI = 0 ,CHELANAHALLI= 0 , JADAGATTA = 0 ,GUTTINAKERE= 0 , MAKANAHALLI = 20.16 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 0 ,THIRUPATHIHALLI= 0 == 20.16 )
20.16
-
57254.4
... More
Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.460 cum, with super plasticisers @ 3 liters confirming to IS 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick,vibrated for all works in foundation for footings, pedestals, retaining walls, return walls, walls (any thickness ) including attached pilasters, columns pillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications.[RDW&S SR 2019-20 Chapter No: 4 Item No: 4.08] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 0 , MUDUDI GOLLARAHALLI = 0 ,CHELANAHALLI= 0 , JADAGATTA = 0 ,GUTTINAKERE= 0 , MAKANAHALLI = 0.65 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 0 ,THIRUPATHIHALLI= 0 == 0.65 )
0.65
-
3731.65
... More
Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoir, cost of materials, labour, HOM of machinery complete as per specifications TMT bars Fe 500 [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.59.1] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 0 , MUDUDI GOLLARAHALLI = 0 ,CHELANAHALLI= 0 , JADAGATTA = 0 ,GUTTINAKERE= 0 , MAKANAHALLI = 0.05 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 0 ,THIRUPATHIHALLI= 0 == 0.05 )
0.05
-
3408.2
... More
Providing and constructing load bearing wall with solid concrete blocks having block density not less than 1800kg/m3 having a minimum average compressive strength of 5.00 N/mm2 confirming to IS 2185 (Part 1):2005 and constructed with CM 1:4, as per IS 2572:2005 including cost of all materials labour charges, scaffolding, curing, hire charges of machineries etc., complete as per specifications with solid concrete blocks of size 400x150x200mm [RDW&S SR 2019-20 Chapter No: 5 Item No: 5.07.2] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 12.77 , MUDUDI GOLLARAHALLI = 21.06 ,CHELANAHALLI= 21.06 , JADAGATTA = 22.8 ,GUTTINAKERE= 21.06 , MAKANAHALLI = 8.1 ,HEBBARANAHALLI= 16.1 ,VITTALAPURA= 8.1 ,THIRUPATHIHALLI= 14.85 == 145.9 )
145.9
-
115261
... More
RAISING MAIN Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 mtrs and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata. (Manual Means) the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 80.64 , MUDUDI GOLLARAHALLI = 80.44 ,CHELANAHALLI= 71.54 , JADAGATTA = 50.15 ,GUTTINAKERE= 25.2 , MAKANAHALLI = 169.85 ,HEBBARANAHALLI= 60.48 ,VITTALAPURA= 148.43 ,THIRUPATHIHALLI= 1.26 == 687.99 )
687.99
-
180253.38
... More
Earth work excavation for water Supply & Sanitary lines, Electrical conduits either in pits or pipe line trenches (upto 600mm Trench width) as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100 mm whoever necessary removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench, including backfilling the excavated earth to the extent required and utilising the remaining available excavated earth locally for the work. in the following strata classifications by Mechanical Means the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 34.56 , MUDUDI GOLLARAHALLI = 34.48 ,CHELANAHALLI= 30.66 , JADAGATTA = 21.49 ,GUTTINAKERE= 10.8 , MAKANAHALLI = 72.79 ,HEBBARANAHALLI= 25.92 ,VITTALAPURA= 63.61 ,THIRUPATHIHALLI= 0.54 == 294.85 )
294.85
-
38330.5
... More
Cutting of cement concrete road surface for pipeline trenches with steel or without steel up to 300mm with and upto 200mm depth with neat finishing vertically as well as horizontally by using concret cutting machine it includes minimum two longitude groove andnsufficient number of other postion of cement concrete road and disposing off the excavated stuff as directed including cost of cutting machinery along with generator and fule for running machine and all type of labour, including cutting blade , watering for smoothing cutting barricating, danger lighting etc.. as per standard specification Approved Rate as per SE, Mysore Circle 2020-21/1089, Dated on 09\11\2020 the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 0 , MUDUDI GOLLARAHALLI = 331 ,CHELANAHALLI= 235 , JADAGATTA = 0 ,GUTTINAKERE= 0 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 0 ,THIRUPATHIHALLI= 0 == 566 )
566
-
93390
... More
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standard procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. [RDW&S SR 2019-20 Chapter No: 10 Item No: 10.20.2- a, b, c, d] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 63mm (KUNAGATTAHALLI= 300 , MUDUDI GOLLARAHALLI = 0 ,CHELANAHALLI= 210 , JADAGATTA = 0 ,GUTTINAKERE= 0 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 0 ,THIRUPATHIHALLI= 0 == 510 )
510
-
85170
... More
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standard procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. [RDW&S SR 2019-20 Chapter No: 10 Item No: 10.20.2- a, b, c, d] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 75mm (KUNAGATTAHALLI= 0 , MUDUDI GOLLARAHALLI = 0 ,CHELANAHALLI= 0 , JADAGATTA = 0 ,GUTTINAKERE= 100 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 0 ,THIRUPATHIHALLI= 0 == 100 )
100
-
21300
... More
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standard procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. [RDW&S SR 2019-20 Chapter No: 10 Item No: 10.20.2- a, b, c, d] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 63mm (KUNAGATTAHALLI= 20 , MUDUDI GOLLARAHALLI = 321 ,CHELANAHALLI= 0 , JADAGATTA = 100 ,GUTTINAKERE= 0 , MAKANAHALLI = 674 ,HEBBARANAHALLI= 240 ,VITTALAPURA= 589 ,THIRUPATHIHALLI= 5 == 1949 )
1949
-
253370
... More
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standard procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. [RDW&S SR 2019-20 Chapter No: 10 Item No: 10.20.2- a, b, c, d] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 75mm (KUNAGATTAHALLI= 0 , MUDUDI GOLLARAHALLI = 35 ,CHELANAHALLI= 0 , JADAGATTA = 99 ,GUTTINAKERE= 0 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 0 ,THIRUPATHIHALLI= 0 == 134 )
134
-
21708
... More
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standard procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. [RDW&S SR 2019-20 Chapter No: 10 Item No: 10.20.2- a, b, c, d] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 75mm (KUNAGATTAHALLI= 0 , MUDUDI GOLLARAHALLI = 0 ,CHELANAHALLI= 100 , JADAGATTA = 0 ,GUTTINAKERE= 0 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 0 ,THIRUPATHIHALLI= 0 == 100 )
100
-
14800
... More
Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments [RDW&S SR 2019-20 Chapter No: 12 Item No: 12.05 a & c] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 50 mm Dia (KUNAGATTAHALLI= 0 , MUDUDI GOLLARAHALLI = 6 ,CHELANAHALLI= 3 , JADAGATTA = 3 ,GUTTINAKERE= 3 , MAKANAHALLI = 3 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 3 ,THIRUPATHIHALLI= 2 == 23 )
23
-
27370
... More
Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments [RDW&S SR 2019-20 Chapter No: 12 Item No: 12.05 a & c] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 80 mm Dia (KUNAGATTAHALLI= 2 , MUDUDI GOLLARAHALLI = 0 ,CHELANAHALLI= 0 , JADAGATTA = 0 ,GUTTINAKERE= 0 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 0 ,THIRUPATHIHALLI= 0 == 2 )
2
-
3300
... More
Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments [RDW&S SR 2019-20 Chapter No: 12 Item No: 12.05 a & c] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 65 mm Dia (KUNAGATTAHALLI= 1 , MUDUDI GOLLARAHALLI = 4 ,CHELANAHALLI= 1 , JADAGATTA = 1 ,GUTTINAKERE= 0 , MAKANAHALLI = 1 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 0 ,THIRUPATHIHALLI= 0 == 8 )
8
-
10840
... More
Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments [RDW&S SR 2019-20 Chapter No: 12 Item No: 12.06 a, b, c] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 65 mm Dia (KUNAGATTAHALLI= 1 , MUDUDI GOLLARAHALLI = 4 ,CHELANAHALLI= 1 , JADAGATTA = 1 ,GUTTINAKERE= 0 , MAKANAHALLI = 1 ,HEBBARANAHALLI= 1 ,VITTALAPURA= 3 ,THIRUPATHIHALLI= 0 == 12 )
12
-
16740
... More
Providing Sluice valve/ scour valve confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. [RDW&S SR 2019-20 Chapter No: 15 Item No: 15.59.1] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 1 , MUDUDI GOLLARAHALLI = 0 ,CHELANAHALLI= 0 , JADAGATTA = 0 ,GUTTINAKERE= 0 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 0 ,THIRUPATHIHALLI= 0 == 1 )
1
-
2900
... More
Providing Air valve confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any [RDW&S SR 2019-20 Chapter No: 15 Item No: 15.60 a, b, c] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 80 mm Dia (KUNAGATTAHALLI= 2 , MUDUDI GOLLARAHALLI = 6 ,CHELANAHALLI= 2 , JADAGATTA = 2 ,GUTTINAKERE= 1 , MAKANAHALLI = 2 ,HEBBARANAHALLI= 1 ,VITTALAPURA= 4 ,THIRUPATHIHALLI= 2 == 22 )
22
-
59400
... More
Labour charges for making, fixing and testing of flanged joints for Cast Iron pipes / D.I. Pipes and specials with rubber insertion and necessary bolts and nuts and giving necessary hydraulic pressure test including conveying, loading and unloading the jointing materials etc., complete. [RDW&S SR 2019-20 Chapter No. 10 Item No: 10.08] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 80 mm Dia (KUNAGATTAHALLI= 5 , MUDUDI GOLLARAHALLI = 20 ,CHELANAHALLI= 7 , JADAGATTA = 7 ,GUTTINAKERE= 4 , MAKANAHALLI = 7 ,HEBBARANAHALLI= 2 ,VITTALAPURA= 10 ,THIRUPATHIHALLI= 4 == 66 )
66
-
5214
... More
Supply and delivery of Woltman model with removal mechanism water meters confirming to ISO 4064 part I,II,III class B or IS 779 and IS 2373 with life cycle test certificate from FCRI/ NABL accredited lab. The water meters shall have magnetic drivers or mechanical drivers and shall be versatile for installation in any position. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointer of the meter shall be as per ISO 4064 class B specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates. [RDW&S SR 2019-20 Chapter No. 15 Item No: 15.40.3] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work 80mm (KUNAGATTAHALLI= 1 , MUDUDI GOLLARAHALLI = 4 ,CHELANAHALLI= 1 , JADAGATTA = 1 ,GUTTINAKERE= 0 , MAKANAHALLI = 1 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 0 ,THIRUPATHIHALLI= 2 == 10 )
10
-
194510
... More
Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level , including cost of materials, labour and HOM of machineries complete as per specifications.[RDW&S SR 2019-20 Chapter No: 8 Item No: 8.04] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 0 , MUDUDI GOLLARAHALLI = 99.3 ,CHELANAHALLI= 70.5 , JADAGATTA = 0 ,GUTTINAKERE= 0 , MAKANAHALLI = 0 ,HEBBARANAHALLI= 0 ,VITTALAPURA= 0 ,THIRUPATHIHALLI= 0 == 169.8 )
169.8
-
179139
... More
Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts. (Compacting with vibro roller) Note: Add Rs. 203.00 / cum for earth obtained from borrow pits. [KUWS&DB SR 2018-19 Pg No. 23 itm 20] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 80.64 , MUDUDI GOLLARAHALLI = 80.44 ,CHELANAHALLI= 71.54 , JADAGATTA = 50.15 ,GUTTINAKERE= 25.2 , MAKANAHALLI = 169.85 ,HEBBARANAHALLI= 60.48 ,VITTALAPURA= 148.43 ,THIRUPATHIHALLI= 1.26 == 687.99 )
687.99
-
70862.97
... More
Supplying and fixing of fixed height surface box H -4057 MD - KU with PP 40% GF Lid housing of PA+ locking clip of PP with notched bolt M 12 x 130 hexagon hrad A2 - 70 for service connection valves design derived from DIN 4057 should be supplied with support tile ( FSL, FSS , SI) should be able to recieve class AA traffic loads [KUWS&DB SR 2018-19 Pg No. 23 itm 20] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work (KUNAGATTAHALLI= 8 , MUDUDI GOLLARAHALLI = 24 ,CHELANAHALLI= 8 , JADAGATTA = 8 ,GUTTINAKERE= 4 , MAKANAHALLI = 8 ,HEBBARANAHALLI= 2 ,VITTALAPURA= 10 ,THIRUPATHIHALLI= 6 == 78 )
78
-
213330
... More
Providing & fixing copper lightning arrester with five spikes and 20mm dia copper tube or suitable length of aluminium strip of spike 25mmx3mm including grounding as per specification. The aluminium strip is to be encased in G.I. conduct pipe or 40mm dia., 6.8 M long suitably joined by collar with all specials, fixed to one of the columns etc., complete up to 6 M staging. [RDW&S SR 2019-20 Chapter No. 4 Item No: 4.72] the rate including with all leads, lifts,loading,unloading,cost and convience of all materails, labour,equipments etc.,complete as per the direction of the engineer of the work
1
-
11739
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