Irrigation Department Tender
View complete overview of Uttarakhand Irrigation Department Tender
Irrigation Department Tender
Civil And Construction
Excavation
Eprocure
Opening Date14 Oct 2024
Closing Date22 Nov 2024
Tender Amount₹ 3,08,77,000
Costs
EMD
₹ 7,23,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IRDCE_76968_6Tender No
01/SE/2024-25 DATED 11-10-2024Tender Authority
Irrigation Department ViewPurchaser Address
-Website
http://https://www.uttarakhandirrigation.com/
GEM & Bid Advisory Services
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Documents
BOQ Items
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications(Fe500)
40664.02
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Levelling course for pile cap With Batching Plant, Transit Mixer and Concrete Pump (providing and of PCC M15 levelling course 150mm thick below the pille cap)
6.38
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Providingconcrete forplain/ reinforced concrete in open foundations completeas per drawings and technical specifications Clause 802, 803, 1202 & 1203 11-4-5 R.C.C. grade M 25
39.03
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M25 (Height upto 5m) for RCC Retaining wall
56.25
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
852.3
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Geotextile Filter
(Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/ cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.)
204.55
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Hand Packed stone filling in back side of the wall including cost of all materials, royality, T&P etc. comlete as per direction of Engineer in charge (As per PWD uttrakhand specification)
822
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Back filling by earthen materials in back side of the wall including cost of all materials, royality, T&P etc. comlete as per direction of Engineer in charge Earth filling (For marshy soil), (As per PWD uttrakhand specification mord 11-2-2
233.1
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-
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel , of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3.0mm for gabions , edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions).
555
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Provide lowering into trenches with true to alignment laying and jointing of full lenghts of HDPE PIPES 75mm Fixable pipe PN6.
300
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Providing and laying of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thickMS sheet duty stove white colour in front and gray colour on back with red reflective border of 65mm eidth and reqired letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for rural Roads reqired shade and colour supported and welded on 47mmx47mmx12SWG sheet tube firmly fied to the ground by mean of properly designed foundations with M-15 grade cement concrete grade 450x450x600mm, 600mm below ground level as per approved drawing. Clouse 1701.2.2 800mmx600mm rectangular.
3
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Scaling of loose/rock chunk lying on the slope all cost of machinaries,cost of crackamite powder if required making the ramp crakamite powder all cost of labour material breaking of rock piece and disposal of musk withina a lead specifications.
70
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Drilling (ODEX drilling using or crawler mounted machine as per site requirement) for micro piles of 300MM dia in soil mix with boulders and soft rock up to desired depth including all cost of material, labour, special labour and T&P required to complete the work in all respect as per drawing, special specification and the direction of engineering in charge.
780
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Supplying of MS ERW Perforated Pipes Is 4270/2001 grade Fe410 OD 19.10mm outer dia with 8mm thickness.( installation of noncorrosive Electric resistant weld (ERW) pipe of 219.10mm outer dia with 8mm thickness.)
780
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Cement presure grouting throw hollow soil/ Rock Anchor of outer dia of 38/32mm in rock / overburden including all cost of materials, equipment required to complete the grouting, labour, T&P taxes etc and comlete as per direction of Engineer in charge.
1733.14
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Supplying and installation of self drilling hollow soilI/rock anchor of outer dia of 38mm and inner dia of 19mm yeield load carrying capacity of minimum 400KN in soil/overburden/ rock suitable for drilling placing and cement grouting. Installation with all acceseries such as 76mm dia drill bit, 8mm thick base plate and nut and bolt complete in all respect.
420
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Bi axial IPI MEMS Sensors
5
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Top support assembly
1
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Extension tube 3m
5
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Top Cap & Bottom Cap (each)
1
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Wheel Assembly
5
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Inclinometer access tubing 3m length
5
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Coupling
5
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Mastic tape roll of 10 m
1
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6-Core Cable for IPI Sensor
100
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VW piezometer for depth of 15 m
1
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4 Core Cable
30
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Cable Ceiling Compound
1
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Cable Splicing Kit
1
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Wireline extensometer with 3 nos 100mm diplacement sensor.
1
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Tensiometer
1
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Wireless Nodes for VW Sensors
3
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Wireless Nodes for IPI/tensiometer /tiltmeter Sensors
3
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Automatic Data Logging System with GPRS data tranfer facility real time from field to lab
1
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Solar Pannel / Battery and other accessories / Porta Cabin
1
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Tiltmeter
1
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VW Strain gauge
1
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Automatic Rain Gauge
1
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One time mobilization/demobilization charge/platform preparatation for 2no borehale for manpower & equipment.
1
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Drilling of HX size bore for IPL and Piezometer Installation (2 no hole
30
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Installation charges including other civil works
1
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