Directorate Of Municipal Administration 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.
Directorate Of Municipal Administration - DMA Tender
Civil And Construction
Opening Date3 Feb 2022
Closing Date14 Feb 2022
Tender Amount₹ 2,25,89,808
Costs
EMD
₹ 3,40,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
DMA/2021-22/OW/WORK_INDENT127661Bid Award Id
ViewTender No
DMA/2021-22/OW/WORK_INDENT127661Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 - 4 core 16 sqmm
50
-
7500
... More
Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 - 3.5 core 25 sqmm
50
-
9000
... More
Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 - 3.5 core 95 sqmm
50
-
24250
... More
Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 - 3.5 core 240 sqmm
50
-
56500
... More
Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe/ stoneware pipe /on wall / on pole as required. In existing trench/duct. On wall/Structure - 6 sqmm to 16 sqmm
40
-
475.2
... More
Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe/ stoneware pipe /on wall / on pole as required. In existing trench/duct. On wall/Structure - 25 sqmm to 75 sqmm
40
-
620
... More
Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe/ stoneware pipe /on wall / on pole as required. In existing trench/duct. On wall/Structure - 95 sqmm to 150 sqmm
40
-
840
... More
Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe/ stoneware pipe /on wall / on pole as required. In existing trench/duct. On wall/Structure - 185 sqmm to 240 sqmm
40
-
1400
... More
Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe/ stoneware pipe /on wall / on pole as required. In existing trench/duct. On wall/Structure - 6 sqmm to 16 sqmm
10
-
300
... More
Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe/ stoneware pipe /on wall / on pole as required. In existing trench/duct. On wall/Structure - 25 sqmm to 75 sqmm
10
-
350
... More
Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe/ stoneware pipe /on wall / on pole as required. In existing trench/duct. On wall/Structure - 95 sqmm to 150Sqmm
10
-
400
... More
Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe/ stoneware pipe /on wall / on pole as required. In existing trench/duct. On wall/Structure - 185 sqmm to 240Sqmm
10
-
430
... More
Supplying and making straight through cable Joint with epoxy resin including ferrules and other jointing materials for PVC insulated and PVC sheathed steel tape, wire armoured aluminium conductor 4 core cable of 1.1 KV grade of the following sizes. - 10 /16Sqmm
20
-
25600
... More
Supplying and making straight through cable Joint with epoxy resin including ferrules and other jointing materials for PVC insulated and PVC sheathed steel tape, wire armoured aluminium conductor 4 core cable of 1.1 KV grade of the following sizes. - 3 ½ X 35 sqmm
20
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31000
... More
Supplying and making straight through cable Joint with epoxy resin including ferrules and other jointing materials for PVC insulated and PVC sheathed steel tape, wire armoured aluminium conductor 4 core cable of 1.1 KV grade of the following sizes. - 3 ½ X 70/95 sqmm
20
-
35700
... More
Supplying and making straight through cable Joint with epoxy resin including ferrules and other jointing materials for PVC insulated and PVC sheathed steel tape, wire armoured aluminium conductor 4 core cable of 1.1 KV grade of the following sizes. - 3½ X 240 sqmm
20
-
50300
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Supplying Bitumen Compound and covering the cable joint pot heads
5
-
410
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Supplying Epoxy Resin and covering the cable Joint
5
-
4350
... More
Supply & Making of 11KV (E) Extruded "X" linked for tubing & moulded & cross-linked components using Heat Shrink Stress Control tube having High Permittivity XLPE Terminations- STRAIGHT THROUGH JOINTING KIT. - 3Cx95/120Sqmm
5
-
92435
... More
Supply & Making of 11KV (E) Extruded "X" linked for tubing & moulded & cross-linked components using Heat Shrink Stress Control tube having High Permittivity XLPE Terminations- STRAIGHT THROUGH JOINTING KIT. - 3Cx240/300Sqmm
5
-
100135
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HT Cable: Supplying and laying of high tension 11KV cable, Dry Curing & Dry Cooling with true triple extrusion, simultaneously through a single common head, 3 core under ground XLPE (E) cable having stranded compact circular aluminium conductor, screened insulated, insulation screened with extruded semiconducting compound in combination with copper tape, core laid up extruded inner sheathed of GI flat strip armoured and overall PVC sheathed with specified IS 7098/11/85 with latest amendments. - 3Cx95sqmm
50
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52000
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HT Cable: Supplying and laying of high tension 11KV cable, Dry Curing & Dry Cooling with true triple extrusion, simultaneously through a single common head, 3 core under ground XLPE (E) cable having stranded compact circular aluminium conductor, screened insulated, insulation screened with extruded semiconducting compound in combination with copper tape, core laid up extruded inner sheathed of GI flat strip armoured and overall PVC sheathed with specified IS 7098/11/85 with latest amendments. - 3Cx240sqmm
50
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82250
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Cutting road surface for pipeline trenches and disposing off the excavated stuff with all lead and lift as directed including barricading, danger lighting etc., in the following classifications. (KUWS & D, SR 2018-19, P.No.10, It.No-5 (2) Cutting Asphalt Road
541.14
-
360805.1
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Cutting road surface for pipeline trenches and disposing off the excavated stuff with all lead and lift as directed including barricading, danger lighting etc., in the following classifications. (KUWS & D, SR 2018-19, P.No.10, It.No-5 (2) Cutting Macamadum Road
1082.28
-
393192.32
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Earth work excavation by manual means for pipeline trenches(except building works) including depositing on bank with all lead including shoring, strutting, barricading, danger lighting,and using sight rails & boning rods at every 100 meters wherever necessary as directed, in the following strata. i) -do- In all soils mixed with boulders upto 30 ems.size and exclusive of disintegrated rock (KUWS & D, SR 2018-19, P.No.5, It.No-1i), 1ii), 1iii)), i) -do- In all soils mixed with boulders upto 30 ems.size and exclusive of disintegrated rock.45% a) 0 to 2 Mtr depth 50% (P.No-5, I.No-i)
4514.28
-
1241878.43
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Earth work excavation by manual means for pipeline trenches(except building works) including depositing on bank with all lead including shoring, strutting, barricading, danger lighting,and using sight rails & boning rods at every 100 meters wherever necessary as directed, in the following strata. i) -do- In all soils mixed with boulders upto 30 ems.size and exclusive of disintegrated rock (KUWS & D, SR 2018-19, P.No.5, It.No-1i), 1ii), 1iii)), ii) -do- in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone, hard shale, schiest, fissured rock without resorting to blasting a) 0 to 2 Mtr depth 40% (P.No-5, I.No-ii)
3611.42
-
2244858.67
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Earth work excavation by manual means for pipeline trenches(except building works) including depositing on bank with all lead including shoring, strutting, barricading, danger lighting,and using sight rails & boning rods at every 100 meters wherever necessary as directed, in the following strata. i) -do- In all soils mixed with boulders upto 30 ems.size and exclusive of disintegrated rock (KUWS & D, SR 2018-19, P.No.5, It.No-1i), 1ii), 1iii)) , iii) -do- in hard rock by chistelling a) 0 to 2 Mtr depth 10% (P.No-5, I.No-iii)
902.86
-
2425939.68
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Providing Murrum/Gravel for the pipeline trenches including watering and consolidation by punners etc., complete with all lead and lift (in Black cotton soil and rock reaches). (KUWS & D, SR 2018-19, P.No.10, It.No-6 (1))
1510.19
-
410696.17
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Supplying UPVC FOAM CORE pipes conferming to IS 16098 P-I 2013 with latest amendments ended with intergral 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 whereever necessary including jointing of UPVC pipes(with cost of elastomeric sealing rings) and specials (excluding cost of specials) with joining of approved type with all labour, lead and lift, including encasting the pipes alround to a depth of not less than 15 cms with soft gravel or selected earth available from the excavation etc., complete and giving necessary hydraulic test to the requied pressure as per ISS (Contractor will make his own arrangments fro procuring water for testing etc., SN 8 Self Fit(P.No.53, It.No-6)
250
-
149100
... More
Supplying UPVC FOAM CORE pipes conferming to IS 16098 P-I 2013 with latest amendments ended with intergral 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 whereever necessary including jointing of UPVC pipes(with cost of elastomeric sealing rings) and specials (excluding cost of specials) with joining of approved type with all labour, lead and lift, including encasting the pipes alround to a depth of not less than 15 cms with soft gravel or selected earth available from the excavation etc., complete and giving necessary hydraulic test to the requied pressure as per ISS (Contractor will make his own arrangments fro procuring water for testing etc.,SN 8 Self Fit (P.No.53, It.No- 6) 250mm Dia
3350
-
4530540
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Refilling pipeline trenches and foundation with selected avaialbe earth from trench excavation and foundation including watering, consolidation in layers of 15 cm thickness with Vibro Rollers including disposing off the surplus earth with all lead and lift. In exceptional cases earth may be obtained from borrow pit with extra lead, duly obtaining approval from the Chief Engineer.(KUWS & D, SR 2018-19, P.No.8, It.No-2)
6552.23
-
708623.67
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Providing and constructing of manhole chambers conical in shape at top with C.C 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15 mtr allround the chamber and table moulded brick masonry in C.M. 1:4 plaster with table moulded 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 20mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and 6 fixing of pipes in C.C 1:2:4 with graded metal of 20mm and down size including supplying and fixing SFRC manhole frames and covers in CC 1:2:4 and 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 as per drawing etc., with all lead and lifts for various diameters and depths noted below: (KUWS & D, SR 2018-19, P.No.114, It.No. 10.1) For 1.0 m Depth
15
-
304809.75
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Providing and constructing of manhole chambers conical in shape at top with C.C 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15 mtr allround the chamber and table moulded brick masonry in C.M. 1:4 plaster with table moulded 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 20mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and 6 fixing of pipes in C.C 1:2:4 with graded metal of 20mm and down size including supplying and fixing SFRC manhole frames and covers in CC 1:2:4 and 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 as per drawing etc., with all lead and lifts for various diameters and depths noted below: (KUWS & D, SR 2018-19, P.No.114, It.No. 10.1) For 1.1 m Depth
14
-
300894.3
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Providing and constructing of manhole chambers conical in shape at top with C.C 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15 mtr allround the chamber and table moulded brick masonry in C.M. 1:4 plaster with table moulded 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 20mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and 6 fixing of pipes in C.C 1:2:4 with graded metal of 20mm and down size including supplying and fixing SFRC manhole frames and covers in CC 1:2:4 and 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 as per drawing etc., with all lead and lifts for various diameters and depths noted below: (KUWS & D, SR 2018-19, P.No.114, It.No. 10.1) For 1.2 m Depth
13
-
294648.9
... More
Providing and constructing of manhole chambers conical in shape at top with C.C 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15 mtr allround the chamber and table moulded brick masonry in C.M. 1:4 plaster with table moulded 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 20mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and 6 fixing of pipes in C.C 1:2:4 with graded metal of 20mm and down size including supplying and fixing SFRC manhole frames and covers in CC 1:2:4 and 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 as per drawing etc., with all lead and lifts for various diameters and depths noted below: (KUWS & D, SR 2018-19, P.No.114, It.No. 10.1) For 1.3 m Depth
6
-
143022.6
... More
Providing and constructing of manhole chambers conical in shape at top with C.C 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15 mtr allround the chamber and table moulded brick masonry in C.M. 1:4 plaster with table moulded 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 20mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and 6 fixing of pipes in C.C 1:2:4 with graded metal of 20mm and down size including supplying and fixing SFRC manhole frames and covers in CC 1:2:4 and 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 as per drawing etc., with all lead and lifts for various diameters and depths noted below: (KUWS & D, SR 2018-19, P.No.114, It.No. 10.1) For 1.4 m Depth
11
-
275109.45
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Providing and constructing of manhole chambers conical in shape at top with C.C 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15 mtr allround the chamber and table moulded brick masonry in C.M. 1:4 plaster with table moulded 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 20mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and 6 fixing of pipes in C.C 1:2:4 with graded metal of 20mm and down size including supplying and fixing SFRC manhole frames and covers in CC 1:2:4 and 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 as per drawing etc., with all lead and lifts for various diameters and depths noted below: (KUWS & D, SR 2018-19, P.No.114, It.No. 10.1) For 1.5 m Depth
12
-
314181
... More
Providing and constructing of manhole chambers conical in shape at top with C.C 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15 mtr allround the chamber and table moulded brick masonry in C.M. 1:4 plaster with table moulded 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 20mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and 6 fixing of pipes in C.C 1:2:4 with graded metal of 20mm and down size including supplying and fixing SFRC manhole frames and covers in CC 1:2:4 and 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 as per drawing etc., with all lead and lifts for various diameters and depths noted below: (KUWS & D, SR 2018-19, P.No.114, It.No. 10.1) For 1.6 m Depth
6
-
164121.3
... More
Providing and constructing of manhole chambers conical in shape at top with C.C 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15 mtr allround the chamber and table moulded brick masonry in C.M. 1:4 plaster with table moulded 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 20mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and 6 fixing of pipes in C.C 1:2:4 with graded metal of 20mm and down size including supplying and fixing SFRC manhole frames and covers in CC 1:2:4 and 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 as per drawing etc., with all lead and lifts for various diameters and depths noted below: (KUWS & D, SR 2018-19, P.No.114, It.No. 10.1) For 1.7 m Depth
12
-
342316.8
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Providing and constructing of manhole chambers conical in shape at top with C.C 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15 mtr allround the chamber and table moulded brick masonry in C.M. 1:4 plaster with table moulded 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 20mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and 6 fixing of pipes in C.C 1:2:4 with graded metal of 20mm and down size including supplying and fixing SFRC manhole frames and covers in CC 1:2:4 and 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 as per drawing etc., with all lead and lifts for various diameters and depths noted below: (KUWS & D, SR 2018-19, P.No.114, It.No. 10.1) For 1.8 m Depth
11
-
326680.2
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Providing and constructing of manhole chambers conical in shape at top with C.C 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15 mtr allround the chamber and table moulded brick masonry in C.M. 1:4 plaster with table moulded 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 20mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and 6 fixing of pipes in C.C 1:2:4 with graded metal of 20mm and down size including supplying and fixing SFRC manhole frames and covers in CC 1:2:4 and 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 as per drawing etc., with all lead and lifts for various diameters and depths noted below: (KUWS & D, SR 2018-19, P.No.114, It.No. 10.1) For 1.9 m Depth
6
-
185226.3
... More
Providing and constructing of manhole chambers conical in shape at top with C.C 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15 mtr allround the chamber and table moulded brick masonry in C.M. 1:4 plaster with table moulded 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 20mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and 6 fixing of pipes in C.C 1:2:4 with graded metal of 20mm and down size including supplying and fixing SFRC manhole frames and covers in CC 1:2:4 and 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 as per drawing etc., with all lead and lifts for various diameters and depths noted below: (KUWS & D, SR 2018-19, P.No.114, It.No. 10.1) For 2.0 m Depth
11
-
355901.7
... More
Providing and constructing of manhole chambers conical in shape at top with C.C 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15 mtr allround the chamber and table moulded brick masonry in C.M. 1:4 plaster with table moulded 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 20mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and 6 fixing of pipes in C.C 1:2:4 with graded metal of 20mm and down size including supplying and fixing SFRC manhole frames and covers in CC 1:2:4 and 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 as per drawing etc., with all lead and lifts for various diameters and depths noted below: (KUWS & D, SR 2018-19, P.No.114, It.No. 10.1) For 2.1 m Depth
6
-
202929.3
... More
Providing and constructing of manhole chambers conical in shape at top with C.C 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15 mtr allround the chamber and table moulded brick masonry in C.M. 1:4 plaster with table moulded 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 20mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and 6 fixing of pipes in C.C 1:2:4 with graded metal of 20mm and down size including supplying and fixing SFRC manhole frames and covers in CC 1:2:4 and 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 as per drawing etc., with all lead and lifts for various diameters and depths noted below: (KUWS & D, SR 2018-19, P.No.114, It.No. 10.1) For 2.2 m Depth
12
-
423473.4
... More
Providing and constructing of manhole chambers conical in shape at top with C.C 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15 mtr allround the chamber and table moulded brick masonry in C.M. 1:4 plaster with table moulded 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 20mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and 6 fixing of pipes in C.C 1:2:4 with graded metal of 20mm and down size including supplying and fixing SFRC manhole frames and covers in CC 1:2:4 and 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 as per drawing etc., with all lead and lifts for various diameters and depths noted below: (KUWS & D, SR 2018-19, P.No.114, It.No. 10.1) For 2.6 m Depth
12
-
493894.8
... More
Carting of excavated earth of all types upto a distance mentioned below and re-carting back to the same site by vehicle including loading, unloading charges for to & fro, with all lifts and labour, HOM of machinary etc, complete after obtaining the approval of the Chief Engineer. (KUWS & D, SR 2018-19, P.No.9, It.No. 3c) 4.00 to 5.00 Km
4099.75
-
1226850.19
... More
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 gas kets 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).[BSR 2018-19 P-14 I - 5] K-9 CLASS
50
-
150045
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