Karnataka Urban Water Supply And Drainage Board Tender
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.
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Tender Id
KUWSDB/2021-22/WS/WORK_INDENT3048Bid Award Id
ViewTender No
KUWSDB/2021-22/WS/WORK_INDENT3048Tender Authority
Karnataka Urban Water Supply And Drainage Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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BOQ Items
Providing groove cutting for width of 5 mm to 10 mm thick depth 80 mm - 100 mm including cost of cutting machine, generator & HOM, including cost of blade, coolant etc., including cleaning of groove and providing sand and hot bitumen fillers and filler metal etc., including cost of conveyance of all materials, labour, lead and lift charges and all other incidental charges as per drawing and as per specifications for concrete pavements both sides
4000
-
567000
Providing groove cutting for width of 5 mm to 10 mm thick depth 80 mm - 100 mm including cost of cutting machine, generator & HOM, including cost of blade, coolant etc., including cleaning of groove and providing sand and hot bitumen fillars and fillel metal etc., including cost of conveyance of all materials, labour, lead and lift charges and all other incidental charges as per drawing and as per specifications for asphalt pavements
10000
-
1050000
Earthwork excavation by manual means for Pipeline trenches(except building works) including depositing on bank with all lead and lift including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100meters, wherever necessary as directed. 0-2mtr depth In all soils mixed with boulders upto 30cms size amd exclusive of disintegrated rock
5094
-
1401359.4
-do- In disintegrated rock, soft rock, soft shale, medium hard rock comprising of lime stone, sand stone, hard shale, schiest, fissured rock without resorting to blasting
2547
-
1583215.2
-do- In hard rock by chistelling
849
-
2126108.25
2 - 4 mtr depth In all soils mixed with boulders upto 30cms size amd exclusive of disintegrated rock
2058.75
-
752267.25
-do- In disintegrated rock, soft rock, soft shale, medium hard rock comprising of lime stone, sand stone, hard shale, schiest, fissured rock without resorting to blasting
2058.75
-
1433198.81
-do- In hard rock by chistelling
457.5
-
1229279.62
4 - 6 mtr depth In all soils mixed with boulders upto 30cms size amd exclusive of disintegrated rock
61.43
-
29864.19
-do- In disintegrated rock, soft rock, soft shale, medium hard rock comprising of lime stone, sand stone, hard shale, schiest, fissured rock without resorting to blasting
87.75
-
70577.32
-do- In hard rock by chistelling
26.33
-
73152.64
Earth work in excavation for pipeline trenches upto 600 mm 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 whevere necessary as directed, removal of slumps 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., complete as directed by engineer incharge with all lead and lift. 0-3 Mtr depth In Ordinary / All soils / Hard soil
9780.74
-
1335071.01
-do- in ordinary rock comprising of lime stone, sand stone, hard laterite, fissured rock, conglomerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. dia in any direction of more than 300mm; found lying loose on the surface or embedded in river bed, soil, talus, slope wash and terrace material of dissimilar origin
4890.37
-
893470.6
-do- in Hard rock - Any rock or cement concrete or RCC, excavation by using mechanical plant / machinery.
1630.12
-
1737300.39
Earth work in excavation for pipeline trenches upto 600 mm 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 whevere necessary as directed, removal of slumps 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., complete as directed by engineer incharge with all lead and lift. 3-4 Mtr depth In Ordinary / All soils / Hard soil
231.98
-
34831.8
-do- in ordinary rock comprising of lime stone, sand stone, hard laterite, fissured rock, conglomerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. dia in any direction of more than 300mm; found lying loose on the surface or embedded in river bed, soil, talus, slope wash and terrace material of dissimilar origin
231.98
-
46621.02
-do- in Hard rock - Any rock or cement concrete or RCC, excavation by using mechanical plant / machinery.
51.55
-
60433.61
4-5 Mtr depth In Ordinary / All soils / Hard soil
79.43
-
13119.45
-do- in ordinary rock comprising of lime stone, sand stone, hard laterite, fissured rock, conglomerate or other soft or disintegrated rock which may be querried or split with crow bars. Boulders which do not require blasting having max. dia in any direction of more than 300mm; found lying loose on the surface or embedded in river bed, soil, talus, slope wash and terrace material of dissimilar origin
113.47
-
25084.81
-do- in Hard rock - Any rock or cement concrete or RCC, excavation by using mechanical plant / machinery.
34.04
-
43896.62
Providing and constructing of Machine hole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15 Mtr.alround the chamber and brick masonry in C.M. 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC manhole frame and cover in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30 cms apart as directed, watering, curing, barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Manhole No. on the inner conical surface etc. as per the drawing with all lifts and lead for various diameters and depths noted below. Complete as directed by engineer incharge. with table moulded bricks of approved quality and heavy duty SFRC manhole frame and cover of 1.2mtr dia '-do- 1.2mtr depth
150
-
3431854.5
-do- 1.3 mtr depth
25
-
601481.75
-do- 1.4 mtr depth
15
-
380077.65
-do- 1.5 mtr depth
20
-
530375.2
-do- 1.6 mtr depth
16
-
443184
-do- 1.7 mtr depth
15
-
434673.6
-do- 1.8 mtr depth
10
-
301584.8
-do- 1.9 mtr depth
8
-
250709.76
-do- 2.0 mtr depth
8
-
260943.68
-do- 2.1 mtr depth
10
-
340952.1
-do- 2.2 mtr depth
10
-
355724.7
-do- 2.3 mtr depth
5
-
185248.6
-do- with table moulded bricks of approved quality and heavy duty SFRC manhole frame and cover of 1.5 mtr dia '-do- 2.4 mtr depth
5
-
239036.85
-do- 2.5 mtr depth
6
-
297545.88
-do- 2.6 mtr depth
7
-
359622.2
-do- 2.7 mtr depth
5
-
266286.05
-do- 2.8 mtr depth
7
-
385285.81
-do- 2.9 mtr depth
5
-
284122.2
-do- 3.0 mtr depth
7
-
411642.42
-do- 3.1 mtr depth
2
-
122004.66
-do- 3.2 mtr depth
2
-
126397.2
-do- 3.3 mtr depth
2
-
130789.76
-do- 34 mtr depth
2
-
135380.3
-do- 3.5 mtr depth
2
-
139772.84
-do- 3.6 mtr depth
2
-
144165.4
-do- 3.7 mtr depth
2
-
148755.94
-do- 3.8 mtr depth
2
-
153148.48
-do- 3.9 mtr depth
2
-
157541.04
-do- 4.0 mtr depth
2
-
162131.58
-do- 4.1 mtr depth
2
-
167804.84
-do- 4.2 mtr depth
2
-
173478.1
-do- 4.3 mtr depth
2
-
179151.36
-do- with table moulded bricks of approved quality and heavy duty SFRC manhole frame and cover of 1.8 mtr dia '-do- 4.4 mtr depth
2
-
194405.44
-do- 4.5 mtr depth
2
-
199458.42
-do- 4.6 mtr depth
2
-
204511.38
-do- 4.7 mtr depth
2
-
209762.34
-do- 4.8 mtr depth
2
-
214815.32
-do- 4.9 mtr depth
2
-
219868.28
Providing Sand Bedding for the pipeline trenches including watering and consolidation by punners etc., complete with all lead & lift as directed by engineer incharge. (In Black Cotton and rock reaches).
225
-
399971.25
Providing Murrum / Gravel Bedding for the pipeline trenches including watering and consolidation by punners etc., complete with all lead and lift as directed by engineer incharge. (In Black Cotton soil and rock reaches).
225
-
61188.75
Supplying, lowering, laying, jointing, testing and commissioning of glazed stoneware pipes conforming to IS 651:1992 with latest amendments, in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425). Rubber seals joints, pipe will have groves in interior of sockets and exterior of the spigots. The rubber gaskets shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joints including conveying of pipe to worksite and rolling and lowering into trenches into, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C - 425 including cleaning the socket and spigot with soap solutions and applying talcum powder for detecting then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc., and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing of materials and disposals off debris as directed etc., complete (Contractor will make his own arrangements for procuring for testing) 250mm dia
750
-
368287.5
Supplying, lowering, laying, fixing, testing and commissioning S.W junctions pipes, confirming to IS 651:1992 with latest amendments of following sizes including conveying to work site and caulking with hemp dipped in tar cement and jointing with C.M 1:1.5 perfect linking curing for 10 days, and testing with water, with all lead and lifts including cost of jointing materials etc., complete directed by engineer incharge. 250 mm x 100 mm dia
100
-
107275
Supplying Unplasticised PVC pipes conforming to IS 15328:2003 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, with all lead & lift including encasing the pipe alround to a depth of not less than 15cms 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). PVC-U pipes as per IS 15328 SN-8 Ringtite-160 mm dia
6000
-
3600060
-do- PVC-U pipes as per IS 15328 SN-8 Ringtite-200 mm dia
2000
-
1737560
Supplying Ductile Iron pipes conforming to IS 8329:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of DI pipes and specials, (including cost of specials) with rubber gaskets including cleaning the socket and spigot ends with soap solution and applying soft soap to the spigot and socket ends before insertion of rubber gaskets, jacking and fixing in perfect conditions including cost of soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lift including cost of jointing materials. (contractor will make his own arrangements for procuring water for testing). NOTE: In sewerage projects, High Alumina Cement (HAC) is permitted for internal cement mortor lining (CML) of DI pipes as recommended in Annexure B, Clause 16.3 of IS 8329:2000 in place of Slag or Sulphate Resistance Cement (SRC). (For Road crossings and at other necessary places) 150mm dia DI K-7
300
-
417612
-do- 200mm dia DI K-7
700
-
1357944
Supplying S&S RCC spun pipes NP-3 class conforming to IS 458:1988 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials (including cost of specials) including perfect linking of joints with jack to correct position including cost of jointing materials ie., rubber rings confirming to IS for S&S RCC pipes with all lead & lift & as directed and giving necessary hydraulic test to the required pressure as per ISS and testing & commissioning (contractor will make his own arrangements for procuring water for testing) (For UGD works the pipe shall be manufactured using Sulphate Resistant Cement (SRC) only) Near ABC coffee curring - 400mm dia
50
-
126310
-do- 450mm dia
50
-
140630
-do- 500mm dia
50
-
158680
-do- 600mm dia
100
-
407025
Supply and fixing of single chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell etc., all cover bolts of austenitic alloy steel, Dn 50 float of HOSTAFLON and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For Wetwell-1 100mm dia PN 10
1
-
30685.35
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms thickness using vibro rollers including disposing off the surplus earth with all lead & lifts.
30284.17
-
3275232.99
KSRRB M400- Wet Mix Macadam KSRRB M400-17. Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406. Complete with all lead and lift as directed by Engineer incharge.
1350
-
2688997.5
KSRRB M500-6: Providing and applying primer coat with S.S.bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications with all lead and lift. Clause 502 of MORTH V revision.
7500
-
228375
KSRRB 500-11: Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base/binding course including loading of aggregates with FE loader, hot mixing of stone aggregates and bitumen in hot mix plant,transporting the mixed materials in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by power roller to achieve the desired density,but excluding cost of primer/tack coat including lead,lift and cost of all materials, labour,HOM of mechinaries complete as per specifications. _do_ using 100/120 TPH capacity H.M.P with sensor paver GR-1 (80mm to 100mm) with 3.3%VG-30 Bitumen.
562.5
-
3226584.38
Restoration of concrete road: 'KSRB 4.2.2 : 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 @0.878cum and fine aggregtes @ 0.459cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation plinth and ground floor level for roof slabs, staircase, lintles, retaining walls, return walls, walls ( any thickness ) including attached plasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6,. Complete with all lead and lift as directed by Engineer incharge.
450
-
2762707.5
Providing and laying cement concrete 1:2:4 proportion (excluding cost of reinforcement) with 20mm and down size metal of approved gradation hard broken granite, trap, basalt or with any other approved hard aggreggate including cost and conveyance of all materials with all lead and lift and placing the same above or below ground level including plywood / steel form work, machine mixing, laying, tamping, curing, etc., complete including smooth finishing the exposed faces with CM 1:4 proportion 12mm thick wherever necessary, etc., complete for Anchor Blocks/ Thrust Blocks.
57.6
-
386946.43
Providing & fabricating TMT steel bars of all sizes(including cost of steel) for reinforcement for RCC works including conveying steel to work spot with all lead including cleaning, straightening, bending, fabricating, placing in position and tieing as per design including cost of binding wire hoisting etc., with all lifts etc., complete as directed by engineer incharge.:Fe-500
4.8
-
265361.04
Supply, fabrication of ISMC 150 x 75 channels for supporting chequered plate platform, including providing two coats of anti- corrosive paints etc., complete above the existing screen chamber as directed by Engineer incharge at wetwell 1 and 3.
1030
-
38110
KSRB 7.8 : Providing and fixing in position in cement concrete 1:3:6 steel glazed windows and ventilators side hung/top hung 2/3 openable 1/3 fixed as per approved drawings using Z angles of 25x33x3mm, weighing 1.419 kg/m both for outer and inner frames and central mullion section of size 25x46x3mm, weighing 2.28kg/m all duly providing T section 19x19x3mm weighing 0.839 kg/m for glazing of windows, not more than 34 cms. c to c including providing and fixing 4mm. thick reeded glass with teakwood beading of required size, all steel sections should confirm to I.S 7452:1990, 4nos. of holdfasts of approved size, section should be cut to length welded and grinded electrically subdividing frames of unit shall be tenonned and revetted into the frames electrically. All the steel surface shall be throughly cleaned free of rust and painted with one coat of anti-corrosive paint and finishing two coats of ready mix paint of approved colour and make including cost of materials, fixtures, labour charges and HOM of machinery complete as per specifications and as directed by Engineer incharge At Wetwell 3
9.72
-
34159.48
A-1) Construction of 25 Nos of Pillar Support KSRB 2-1.1 : Earthwork in surface excavation in ordinary soil for levelling and lowering the ground manually ( other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables ) and removing the excavated stuff to a distance not exceeding 50m and lift upto 1.5m, excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specifications with all lead and lift. Specification No. KBS 2.1(a) / 2.3.1
54
-
14118.3
KSRB 4-1.5: Providing and laying in position plain cement concrete of mix M20 With OPC cement @ 300kgs using 20mm and down size graded granite metal metal coarse aggregates @ 0.64 cum and fine aggregates @ 0.43 cum,with superplastisiser @3lts confirming to Is9103-1999 Reaffirmed -2008 machine mixed,concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications with all lead and lift. Specification No. KBS 4.1, 4.2
5.5
-
33033
KSRB 4.2.7 : Providing and laying in position reinforced cement concrete of mix M25 with OPC cement @340kgs,with 20mm and down size graded granite metal,coarse aggregates @o.70cum and fine aggregtes @ 0.47cum, with superplastisiser @3lts confirming to with machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs,staircase, lintels,columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications with all lead and lift..Specification No. KBS 4.1, 4.6
23
-
156419.55
Providing TMT 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) cost of materials, labour, HOM of machinery complete as per specifications. Fe-500
2.3
-
168893.02
KSRB 2.8 : Filling in foundation with granite / trap broken metal 100mm. and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications.
10.75
-
28004.29
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms., thickness including disposing off the surplus earth with a lead of 200 metres.
54
-
5840.1
A-2) Rising of Manholes covered under the road surface-300Nos Cutting Road Surface for Pipe line trenches and disposing off the excavated stuff as directed including barricading, danger lighting etc., with all lead and lift in the Macadam road
188.6
-
68518.38
-do- Asphalt road
47.1
-
31403.92
-do- Concrete road
23.55
-
31502.84
Providing and laying vibrated M25 design mix for RCC works (excludng cost of reinforcement) with 20mm and down size of approved gradation hard broken granite, trap, basalt or with any other approved hard broken granite, including weigh batch plant mixing cost and conveyance of all materials with all lead and lift laid in 15 cms, thick layers well consolidated, vibrating, curing, plastering and smooth finishing to the exposed faces whereever necessary, plywood/steel form work, centering etc., complete for independent/ combined footing, raft, beams below ground level (Cement @ 360 kgs)
75
-
540449.25
Providing & fabricating TMT steel bars of all sizes(including cost of steel) for reinforcement for RCC works including conveying steel to work spot with all lead including cleaning, straightening, bending, fabricating, placing in position and tieing as per design including cost of binding wire hoisting etc., with all lifts etc., complete as directed by engineer incharge.:Fe-500
3
-
165850.65
Repairs to Manholes for a depths including removal of debris, levelling the brick masonry, construction brick masonry upto Ground level, providing CC coping alround manhole covers, plastering both inside and outside to brick masonry and fixing of MH frames and covers , curing refilling etc complete as directed by engineer incharge. Upto 0.3 mtr depth
100
-
670425
-do- upto 0.6mtr depth
200
-
2703120
Supply of HD frames and covers as per IS 12592 including all lead and lifts etc., complete
300
-
442800
A-3) Dismantling of existing manholes and removal of debris-200 Manholes Earthwork excavation by manual means for Pipeline trenches(except building works) including depositing on bank with all lead and lift including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100meters, wherever necessary as directed. 0-2mtr depth In all soils mixed with boulders upto 30cms size amd exclusive of disintegrated rock
1200
-
495180
Supplying Unplasticised PVC pipes conforming to IS 15328:2003 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, with all lead & lift including encasing the pipe alround to a depth of not less than 15cms 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). PVC-U pipes as per IS 15328 SN-8 Ringtite: 160 mm dia
1000
-
486320
Dismantling of BBM Manholes : Dismantling of burnt brick masonry in clay mortar / lime mortar/ cement mortar and stacking the bricks within a radius of 50 m and removing the debris to a distance upto 200 m including cost of materials, labours HOM complete as per specification with all lead and lift.
826
-
321338.78
Carting of debris by vehicle including loading, unloading charges & disposal of the debris with all lead beyond 200 m & lifts etc., complete as directed by engineer incharge.
826
-
18213.3
Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms thickness using vibro rollers including disposing off the surplus earth with all lead & lifts.
1200
-
194676
A-4) Providing jetting cum sucking machine 6000 ltr Capacity Purchase & delivery of 6000Ltr capacity suction cum jetting machine truck mounted on 11 ton GVW chasis which is capable of de silting and de choking civil/industrial drains and sewerlines. The truck should be provided with 318 cum/hr capacity air cooled split shaft vacuum pump, Reciprocating positive displacement triplex plunger jetting pump, 2 nos of 3/4"inch 60mtr hose works at a max pressure of 172bar, 2 nos of 3/4"inch round and conical nozzle each, 3mtr of 3"inch suction hose, 3" knifegate type sludge suction and drain valve, Gear type Hydraulic pump with all necessary water level indicator, pressure relief valve and vacumm relief valve. The exterior of machine shall be painted with two coats of superior quality anti corrosive primer and two coats of enamel metal paint whereas the interior of the machine shall be coated with 2 coats of superior quality anti corrosive grey epoxy paint. etc., complete
1
-
4500000
Removing of debris and repairs to existing BBM receiving Chambers of the old sewage system. KSRB 4-1.1: Providing and laying in position plain cement concrete of mix 1 : 2 : 4 with OPC cement @ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.878cum and fine aggregtes @ 0.459cum machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2
5.4
-
30901.5
KSRB 2.8 Providing and filling with foundation with granite /trap broken metal 100 mm and down size and with approved sand including hand packing ramming watering including cost of all materials and labour with all lead and lift complete as per specification No. KBS2.10.2
33.75
-
87920.44
B) Individual House Service Connection - 5000 Nos Providing 110MM DIA PVC-U INDIVIDUAL U.G.D House service connection (which shall be laid from inside the customer proterty) which includes (a) civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils , disintegrated rock,soft rock, hard rock, including cutting of any road, crossing drains, compound, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, c.c. wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and stacking the serviceable material, inlcuding providing PVC-U pipe of 110 mm dia of SN-8 class with specials, with all lifts and lead , restoring the damaged portions inside or outside the property premises, refilling the portions of trenches that are dug open including linking to existing sewer network etc. complete. (b) Restoration of damaged roads to original condition including groove cutting. Complete as per specification and as directed by Engineer in charge with all lead and lift. -do- Upto & Including 3 Mtr
2100
-
6950160
-do- Upto & Including 6 Mtr
1900
-
9955050
-do- Upto & Including 9 Mtr
1000
-
7513800
Providing and fixing the PE Inspection chambers of 315 mm dia with lid consisting of inlet and outlet arrangements with base, riser of min. 0.42 m depth which includes earth work, fixing in CC 1:2:4 etc, Complete as per sepecification and as directed by Engineer in charge.
4000
-
10000000
Construction of BBM inspection chamber (0.3*0.6*0.6 mtr depth), Including EWE in all types of soils, PCC, providing kadapa slab, BBM side walls in CM 1:6, plastering with CM 1:4 etc., complete as detailed in Section -7.
1000
-
1856450
Construction of BBM receiving chamber (0.6*0.45) including, groove cutting, EWE, PCC in M15, raft in M25 grade concrete, coping with M20 grade conrete, providing cover slab in M30 grade concrete, BBM side walls in CM 1:6, plastering in CM 1:4, providing steel, refilling, providing UPVC pipe of 160 mm dia , SN -8 type etc., complete as detailed in Section -7.
100
-
1538282
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