Works Department Tender
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Costs
EMD
₹ 2,40,654Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CENH_99091_1Tender No
10/CCE NH, SOUTH of 2023-24Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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Providing & Laying of Polyester needle punched Non-Woven Geotextile as filter media behind Gabion/Reinforced Soil Wall behind Gabion Fascia and warapped around PVC Pipe as per MoRTH 700 Type -III Geotextile. The Width of Geotextile Roll shall not be less than 4.5m at easily accessible location with all leads and lifts , manpower and machinery , materials Labour etc. complete as per detailed Technical Specifications and as directed by Engineer in charge. 1st stage Bottom layers gabion fascia
1626.24
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2nd stage top layers gabion fascia
887.04
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Supplying and placing of of drainage composite for use behind walls between two differfent fills etc.having three dimensional composite with Thermobonding a draining core having "W/N/" configuration in extruded monofilaments of minimum thickness 7.2mm with two filtering UV stabilized polypropylene non-woven Geotextile of minimum thickness of 0.75mm and tensile strength of 8.0kN/m that will be working as seperation or protecting layer , Geocomposite having in plane flow capacity of 2.1L/(m.s) at hydraulic gradient of 1.0 & 20 kPa and tensile strength of 18kN.m with Mass per unit area of 740 GSM at easily accessible Location ith all leads and lifts , manpower and machinery , materials Labour etc. complete as per detailed Technical Specifications and as directed by Engineer in charge.
1056
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Supplying and layingf High Strength Flexible BBA Certified Flexible Geogrids having ultimate Tensile strength -50kN/m (with Long term design strength =320.5kN/m) as primary reinforcement for composite soil reinforcement system, made of polyester core with polyethylene coating with minimum Long term Strength for 120 years design life at 20 degree Celcius, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete and as directed by Engineer - In - Charge.ith all leads and lifts , manpower and machinery , materials Labour etc. complete as per detailed Technical Specifications and as directed by Engineer in charge. 1st stage Bottom layers gabion fascia
8448
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2nd stage (Top layers gabion fascia).
5280
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Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m lead and 1.5m lift including rough dressing as per irectionand specification of the department.
2080
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Providing and Laying 160mm Dia. 6 kg pressure Long Perforated UPVC Pipes ( As per IS Specification no-4985/2000) (8-10mm perforation @75mm C/C Triangular Grid) including Transportaion , Contractors, Labour Lead & Lift complete as per specification & direction of Engineer in Charge. ( 10 meter spacing)
208
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Providing and Laying PVC fitting called as "90 Deg Bend" having Dia, 160mm of 6 Kg pressure ( As per IS Specification No-10124 Part 1, 2 & 5:1988) required for joining of Transverse and logitudinal Pipe in intermediate portion including transportation , Contractors Labour Lead & Lift complete as per specification & Direction of Engineer in Charge.
2
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Providing and Laying PVC fitting called as "Eqaul Tee" having Dia, 160mm of 6 Kg pressure ( As per IS Specification No-10124 Part 1, 2 & 5:1988) required for joining of Transverse and logitudinal Pipe in intermediate portion including transportation , Contractors Labour Lead & Lift complete as per specification & Direction of Engineer in Charge.
6
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Supply & Filling with equivalent of Sandy type soil including watering Ramming consolidation through proper compaction & dressing complete . The soil to be used as structural fill should be free draining granualr fill for the layer of structural fill to be placed above the reinforcement(Primary/secondary) a minimum compacted thickness of 200mm is required. The top clayey soil in the borrow area if any shall be removed and stacked. 1st stage (Bottom layers gabion fascia)
7040
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2nd stage (Top layers gabion fascia)
4320
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Backfill Area Quantity as per drawing.
4760
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15cm thick CC (1:3:6) drain 75cm wide and 30cm depth including 12 mm cement plastering(1:3) finished smooth( SoR-2022, page226)
140
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