Bagalkot Town Development Authority 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.
Costs
EMD
₹ 1,77,000Document Cost
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Refer Documents
Description
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Contact
Tender Id
BTDA/2021-22/WS/WORK_INDENT1223Bid Award Id
ViewTender No
BTDA/2021-22/WS/WORK_INDENT1223Tender Authority
Bagalkot Town Development Authority ViewPurchaser Address
-Website
http://http://btda.kar.nic.in/
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BOQ Items
Earth work in excavation by manual means for pipe line trenches (except building works) including depositing on Bank with all lead including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 Mtrs, wherever necessary as directed by engineer incharge in following strata. i) -do- In all soils mixed with boulders up to 30 CM size and exclusive of Dis-integrated Rock. 2.00m to 4.00m( I no. 1 a, P no. 5 ,of KUWS&DB,2018-19, continued for 2021-22)
875
-
304500
Extra charges for excavation in all classifications in watery situation or foul conditions may be paid as under towards dewatering with an overnight recuperation upto one metre depth and there of as below. ( I-4, P-9 , of KUWS&DB,2018-19, continued for 2021-22)
875
-
116375
Providing murrum bedding for the pipeline trenches including watering and consolidation by punners etc., complete with all lead & lifts- For main road crossings etc. ( I-6.2, P-9 , of KUWS&DB,2018-19, continued for 2021-22)
36
-
9324
KSRB 12-8.1: Constructing brick masonry inspection chamber 600x600mm and 450mm depth, (clear inside dimension) for single pipeline, using table moulded non-modular bricks of class designation 50 in cement morter 1:5 C.I cover frame (light duty) 455x 610mm internal dimensions, total weight of cover with frame to be not less then 38kg (weight of cover 23kg and weight frame 15kg) R.C.C top slab with cement concrete M5 with 20mm and downsize granite metel, foundation concrete M5 with 40mm and downsize granite metel inside plastering 12mm thick with cement morter 1:3, finish smooth with a floating coat of cement on walls and bed conctete complete as per standard design including cost of materials, labour charges, curing complete as per specifcation. ( PWD SR 2018-19 P-75 I-11.50.20, continued for 2021-22)
20
-
169800
Providing and constructing of Manhole 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. alrouncl the chamber and brick masonry in CM. 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 l to 6 slope in the concrete towards the central drain. ï¬nished smooth and ï¬xing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and ï¬xing SFRC manhole frame and cover conforming to 15 12592 (Part-l): 1988 8a .15 12592 (Part»11):|991 with laterst amendments in CC 1:2:4, supplying and ï¬xing of plastic foot steps staggered at 30 cms apart as directed. watering. curing. barrieading. danger lighting. pouring tar over MB. frame and cover. cost (if tar. shoring. shutting, dewatering, engraving Manhole No. on the inner conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. ( I-10, P-55 , of KUWS&DB,2018-19, continued for 2021-22)
5
-
98719.45
Providing and constructing of Manhole 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 30cms 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 lead and lift for various diameters and depths noted below. (1) -do- with table moulded bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 Mtr dia. upto 1.50m Depth.
5
-
127650.3
Providing and constructing of Manhole 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 30cms 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 lead and lift for various diameters and depths noted below. (1) -do- with table moulded bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 Mtr dia. upto 2.00m
5
-
156581.15
Providing and constructing of Manhole 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 30cms 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 lead and lift for various diameters and depths noted below. (1) -do- with table moulded bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.20 Mtr dia. upto 2.50m Depth.
5
-
192852.55
Providing and constructing of Manhole 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 30cms 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 lead and lift for various diameters and depths noted below. (1) -do- with table moulded bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.50 Mtr dia. upto 3.00m
3
-
169176.87
Providing and constructing of Manhole 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 30cms 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 lead and lift for various diameters and depths noted below. (1) -do- with table moulded bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.50 Mtr dia. upto 3.50m.
3
-
201095.76
Providing and constructing of Manhole 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 30cms 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 lead and lift for various diameters and depths noted below. (1) -do- with table moulded bricks of approved quality and Heavy duty SFRC manhole frame and cover for 1.50 Mtr dia, upto 4.00m Depth.
3
-
233014.65
Supplying S & S RCC Span Pipe 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 and unloading at both destinations and jointing of pipes and specials (excluding cost of specials) including perfect linking of loints with jack to correct position including cost of jointing materials ie., rubber rings confirming to IS for S & S RCC pipes as directed and giving necessary hydraulic test to the required pressur as per ISS and testing and 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) With table moulded bricks of approved quality and medium duty SFRC manhole frame and cover for 1.20mtr dia. ( I no. 8.1.1, P no. 16 , of KUWS&DB,2018-19, continued for 2021-22)
200
-
356000
Repairs to manholes for different depths incuding removal of debris, levelling the brick masonry, construction of brick masonry up to ground level, CC coping all round the manhole cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, re-filling etc., complete 0.30m Depth. ( I no. 16,a.b.c, P no. 21 , of KUWS&DB,2018-19, continued for 2021-22)
100
-
638500
Repairs to manholes for different depths incuding removal of debris, levelling the brick masonry, construction of brick masonry up to ground level, CC coping all round the manhole cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, re-filling etc., complete 0.60m. Depth ( I no. 16,a.b.c, P no. 21 , of KUWS&DB,2018-19, continued for 2021-22)
100
-
1287200
Repairs to manholes for different depths incuding removal of debris, levelling the brick masonry, construction of brick masonry up to ground level, CC coping all round the manhole cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, re-filling etc., complete 0.90m Depth. ( I no. 16,a.b.c, P no. 21 , of KUWS&DB,2018-19, continued for 2021-22)
50
-
1057100
Supplying and fixing Heavy Duty SFRC Frame and Cover confirming to IS 12592: (part-II) - 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in CC 1:2:4 and CM 1:3 plastering 20mm Thick to all exposed faces curing for 10 days with all lead and lift etc..complete. (KUWSDB SR 2018-19 Page-24, I-23 b, continued for 2021-22)
100
-
207900
Excavation and removal of Silt and silt mixed with Slushy condition from canal bed including disposing of the same in spoil bank or on the canal embankment in layers as directed etc complete with all lead and lift (I.No. 8.35 P.No. 162 of WRO SR 2018-19) --- including all lead, lift and etc loading and unloading charges and as directed by engineer in charge of work. (WRDO SR 2018-19 Page- 162, I-8.35, continued for 2021-22)
317.97
-
85533.93
Supplying,laying,lowering,jointing,testing and Commisioning Glazed stoneware pipes Conforming to IS 651:1992 with latest amendements,in all respects joiting with EPDM rubber rings (According to EN 681& ASPM 425)Rubber seals,joints,pipe will have groves in intirior of Sockets and Extier of the spigots.The rubber gasket shal be prefixed at the factory by the manufacture rigidly with aprooved glue to have leak proof joints including conveying o9f pipe worksite and rolling & lovering into trenches laying true to line level and perfect lining at joints.Testing & commisioning including loading and unloading at both destinations ansd cuts of pipes wherever neccesory including Jointing of GSW pipes and specials with rubber gasket confirming 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 rubber gasket jacking and fixing perfect condition injointing of materials and disposal of debris etc.(Contractor will make his own arrangements for procuring water for testing) ( KUWSDB SR 2018-19 I-3.1, P-52, continued for 2021-22)
100
-
34100
Supplying Uplasticised 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 treches, 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 and 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) Supply & Laying of PVC-U Pipes as per IS 15328 SN 8-Ring tite: For 110mm Dia Pipes. ( KUWSDB SR 2018-19 Item No.4.b, P-105, continued for 2021-22)
100
-
24300
Supplying Uplasticised 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 treches, 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 and 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) Supply & Laying of PVC-U Pipes as per IS 15328 SN 8-Ring tite: For 160mm Dia Pipes. ( KUWSDB SR 2018-19 Item No.4.b, P-105, continued for 2021-22)
150
-
65100
"Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour, with all lead & lift including encasing the pipe alround to a depth of not less than 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). a) 110 - 6 Kg/cm2 (Class3).( KUWSDB SR 2018-19 Item No.7.1.6 &7.1.7, P-15 &16, continued for 2021-22) "
100
-
25100
"Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour, with all lead & lift including encasing the pipe alround to a depth of not less than 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). b) 90 - 6 Kg/cm2 (Class3). ( KUWSDB SR 2018-19 Item No.7.1.6 &7.1.7, P-15 &16, continued for 2021-22) "
100
-
18100
KSRB13-74 : Providing and fixing to wall, ceiling and floor unplasticised PVC pipes 10.00 kgs/sqcm working pressure of outside diameter chemp plast I Wavin or equivalent make with pipe fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM and testing complete as per specifications. Specification No.KBS 13.2.154/13.9 ( PWD SR 2018-19 I no.13.74, Pno.96,, continued for 2021-22)
150
-
16050
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. ( KUWSDB SR 2018-19 , I-2.0, P-8, continued for 2021-22)
1525.05
-
157080.15
KSRRB M300-53. Construction of embankment with approved material Gravei/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300-2 complete as per specifications, including cost of gravel/ murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density. MORTH Specification No. 305 ( PWD SR 2018-19 , I-19.60, P-147, continued for 2021-22)
875
-
398125
KSRRB M100-1 Loading and Unloading of Stone Boulder I Stone aggregates /Sand/ Kanker I Moorum. KSRRB M100-1 : Placing tipper at loading point, loading with front end loader,dumping, turning for return trip, excluding time for haulage and return trip complete as per specifications. MORTH -100/ Chapter 1 Removal of excavated earth at site up to 5.0 KM lead (PWDSR 2018-19 I no.17&17.4, P no. 136 ) ( PWD SR 2018-19 , I no.17.1 & 17.4, P no. 136 , continued for 2021-22)
875
-
61075
Removing and cleaning the D.I. pipes including jointing materials and washing (this includes the removal of DI special except valves and tail pieces) [KUWS & DB SR 2018-19 I-17.5,6,7, P-22) 250mm Dia. ( KUWSDB SR 2018-19 , I no.17.5,6,7, P no. 22 , continued for 2021-22)
30
-
3210
Removing and cleaning the D.I. pipes including jointing materials and washing (this includes the removal of DI special except valves and tail pieces) [KUWS & DB SR 2018-19 I-17.5,6,7, P-22) 300mm Dia. ( KUWSDB SR 2018-19 , I no.17.5,6,7, P no. 22 , continued for 2021-22)
30
-
3630
Removing and cleaning the D.I. pipes including jointing materials and washing (this includes the removal of DI special except valves and tail pieces) [KUWS & DB SR 2018-19 I-17.5,6,7, P-22) 400mm Dia. ( KUWSDB SR 2018-19 , I no.17.5,6,7, P no. 22 , continued for 2021-22)
30
-
5130
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, (excluding 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). 250mm Dia. [KUWS & DB SR2018-19 , I-5.1.i.4, P-14)
30
-
71910
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, (excluding 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). 300mm Dia. [KUWS & DB SR2018-19 , I-5.1.i.4, P-14)
30
-
91050
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, (excluding 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). 400mm Dia. [KUWS & DB SR2018-19 , I-5.1.i.4, P-14)
30
-
136650
Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/ IS 14846-2000 / DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. ( KUWSDB SR 2018-19 , I no.11, PN-10, P no. 18 , continued for 2021-22)
6
-
51312
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 50. All internal parts such as float, shell etc., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 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. 80mm Dia. ( KUWSDB SR 2018-19 , I no.12.2,PN16, P no. 19 , continued for 2021-22)
6
-
150972
Mechanical Joint Collar, 250mm Dia.
6
-
95700
Mechanical Joint Collar, 300mm Dia.
6
-
106500
Mechanical Joint Collar, 400mm Dia.
6
-
108000
Cuts of D.I Pipes already laid in the ground (cutting charges only) 250mm Dia.
6
-
1218
Cuts of D.I Pipes already laid in the ground (cutting charges only) 300mm Dia.
6
-
1524
Cuts of D.I Pipes already laid in the ground (cutting charges only) 400mm Dia.
6
-
2322
Maintenance of Network System in Old Bagalkot including Vidyagiri,: This operation includes the removal of solid and semisolid wastes from pipelines for making easy flow of sewage water through the network in Old Bagalkot including Vidyagiri. For operation and maintenance of this activity, the provisions are made for heavy mazdoors, scavengers, plumbers,The provision made for the heavy mazdoor is to carry the ladders, ropes, cleaning rods and materials and to clean the man hole surface by removing grass vegetation etc. and scavenger to remove the debrisâs and semi liquids due to blockage of network, and plumber to repair the network line wherever necessary, A) For Heavy Mazdoor
12
-
175220.4
Maintenance of Network System in Old Bagalkot including Vidyagiri,: This operation includes the removal of solid and semisolid wastes from pipelines for making easy flow of sewage water through the network in Old Bagalkot including Vidyagiri. For operation and maintenance of this activity, the provisions are made for heavy mazdoors, scavengers, plumbers,The provision made for the heavy mazdoor is to carry the ladders, ropes, cleaning rods and materials and to clean the man hole surface by removing grass vegetation etc. and scavenger to remove the debrisâs and semi liquids due to blockage of network, and plumber to repair the network line wherever necessary, B) For Scavengers
60
-
1072866.6
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