UP Jal Nigam Tender
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UP Jal Nigam Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date19 Nov 2024
Closing Date25 Nov 2024
Tender Amount₹ 3,96,00,000
Costs
EMD
₹ 8,00,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPJNG_975005_1Bid Award Id
ViewTender No
1147/M-18/25 dt 16.11.2024Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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Dewaterng of pits and grounds, existing sewer
17640
46
812498.4
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Dismanteling of Roads
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-
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Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.
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-
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a) Bitumen Road
4425
339
1501535.25
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Excavation
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-
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Excavation by manually or mechanically up to following depths below G.L. for laying sewer line, in ordinary soil (earth, sand, loam & clay) including cutting of joints pits ramming dressing, leveling by manually or mechanically, refilling of trenches in 20cm layer watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50m from the centre of trenches. (Excavation for Manhole is included in manhole item and not to be paid under this item)
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-
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600 mm Dia
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-
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00.00m – 01.50m B.G.L.
849.6
318
270988.42
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01.51m – 03.00m B.G.L.
396.48
402
159591.13
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800 mm Dia
-
-
-
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00.00m – 01.50m B.G.L.
2244
318
715746.24
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01.51m – 03.00m B.G.L.
727.6
402
292873.55
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1000 mm Dia
-
-
-
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00.00m – 01.50m B.G.L.
1920.75
318
612642.42
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01.51m – 03.00m B.G.L.
1269.45
402
510979.01
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SHUTTERING
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-
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Provide and fix close timbering (covering surface area by plank in trenches for the following depths below G.L. consisting of 40mm thick approved country wood plank for poling board 125x75mm Indian Sal wood wallers and 100mm diameter Sal wood ballies for shuttering at 1.50m c/c including removal after laying ( will be taken as one side for the purpose of payment and measurement i.e. area equals to length x depth of trenches). dismantled timbering material will be the property of the contractor.
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-
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00.00m – 03.00m B.G.L.
759
618
469767.87
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GRANULAR BEDDING
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-
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Providing and laying Granular bedding with carefully compacted graded hard crusher broken stone of 100% passing through 20mm sieve, 20-50% passing throgh 10mm sieve and 100% retained on 6mm sieve and Dimensions are as per Approved Drawing for :
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For 600 mm diameter Sewer
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-
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00.00m – 01.50m B.G.L.
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-
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01.51m – 03.00m B.G.L.
103
4152
427712.65
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For 800 mm diameter Sewer
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-
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01.50-03.00 m BGL
334.96
4152
1390938.15
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03.01 – 04.50m BGL
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-
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For 1000 mm diameter Sewer
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-
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01.50-03.00 m BGL
342.99
4152
1424283.12
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03.01 – 04.50m BGL
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-
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Supply of RCC Pipe
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Providing and conveying to site RCC pipes with sulphate resistant cement of NP3 Class (with s/s ends) and diameter as per IS: 458 - 2003 (Amended up to date) including all taxes (Central and Local) with Rubber gaskets as per (EPDM/SBR) for sewer lines as per IS: 5382-1985 or (Amended up to date), including cost of Rubber gaskets, labour required, transportation, loading, unloading & stacking etc.The pipe shall be ISI marked.
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600 mm diameter
320
2473
791641.6
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800 mm diameter
800
4122
3297608
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1000 mm diameter
650
5872
3816891
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LAYING JOINTING RCC NP-3 PIPES
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Cartage of 600 mm dia RCC hume pipe NP3 class and specials from store to the site of work. laying of the same pipe in to the trenches in depth up to 0.00 to 1.50 m below the ground level, true to alignment chocking the point laying sewer pipe with rubber ring and Jointing materials including excavation of the below invert level of pipe and testing of laid pipe line complete excluding the cost of excavation of earth and refilling of trenches from ground level to invert level of pipe.
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-
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1.5-3.0 m depth BGL
320
1814
580611.2
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Cartage of 800 mm dia RCC hume pipe NP3 class and specials from store to the site of work. laying of the same pipe in to the trenches in depth up to 0.00 to 1.50 m below the ground level, true to alignment chocking the point laying sewer pipe with rubber ring and Jointing materials including excavation of the below invert level of pipe and testing of laid pipe line complete excluding the cost of excavation of earth and refilling of trenches from ground level to invert level of pipe.
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-
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1.5-3.0 m depth BGL
800
2782
2225600
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Cartage of 1000 mm dia RCC hume pipe NP3 class and specials from store to the site of work. laying of the same pipe in to the trenches in depth up to 0.00 to 1.50 m below the ground level, true to alignment chocking the point laying sewer pipe with rubber ring and Jointing materials including excavation of the below invert level of pipe and testing of laid pipe line complete excluding the cost of excavation of earth and refilling of trenches from ground level to invert level of pipe.
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-
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1.5-3.0 m depth BGL
650
3653
2374814
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Miscellneous
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-
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Disposal of excavated excess earth away from the site including conveyance of material up to an average lead for 10km &above away from the site and corresponding required lift, loading, unloading etc complete as directed by the engineer-in-charge ( The quantity is net quantity deduction of 20% for looseness )
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-
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By Mechanical Transport including loading , unloading and stacking (Lead upto 10 Km away from the site)
2393.53
581
1392962.65
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Disposal of Road Cutting Rubbish / Malba / similar unserviceable, dismantled or waste material by mechanical means , including loading ,transportation , unloading to approved municipal dumping ground or as approved by Engineer - in charge, for 5km initial lead, for all leads including all lifts involved
320
465
148985.6
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Provision for inter connection in between newly laid line to to existing Manhole of SWD line including cost of all labour material and special T&P required for connection complete in all respect.
1
33582
33582.5
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Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.
50
2712
135644.5
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Sand filling in pit including supply of necessary quantity of sand from a distance not exeeding 10km. from the site of work and including watering, dressing, etc. rate to include the cost of all materials, labour, T&P etc. required for proper completion of work. (Excluding volume of Manhole)
8068.43
1562
12603855.87
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Manholes
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Construction of Brick Circular Manhole in first Class Brick of following Sizes in cemnt mortar 1:4, C.C. top slab with 1:1.5:3, Bed concrete 1:1.5:3, PCC 1:3:6,inside and outside plastering 12 mm thick with cement mortar 1:3 finished with floating coat of neat cement and making channels in Cement concrete with 1:1.5:3,, finished with Floating coat of neat cement complete with including Plastic Encapsulated M.S. foot Rest staggered at 0.375 mtr interval, including excavation, reinforcement and Formwork, SFRC Heavy duty frame and cover as per standard design and drawing.
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600 mm dia Sewer Pipe
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-
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2.31-3.0 m depth with manhole size 1500 mm
8
72413
579307.76
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800 mm dia Sewer Pipe
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-
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2.31-3.0 m depth with manhole size 1500 mm
10
72413
724134.7
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1000 mm dia Sewer Pipe
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-
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2.31-3.0 m depth with manhole size 1500 mm
8
72413
579307.76
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Construction of Catch Pit and connected to Main SWD Line
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Construction of Brick Circular Catch pit in first Class Brick of following Sizes in cemnt mortar 1:4, C.C. top slab with 1:1.5:3, Bed concrete 1:1.5:3, PCC 1:3:6,inside and outside plastering 12 mm thick with cement mortar 1:3 finished with floating coat of neat cement and making channels in Cement concrete with 1:1.5:3,, finished with Floating coat of neat cement complete with including Plastic Encapsulated M.S. foot Rest staggered at 0.375 mtr interval, including excavation, reinforcement and Formwork, SFRC Heavy duty frame and cover as per standard design and drawing and connected to main proposed Storm water drainage line.
20
41952
839046.2
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