Tapi Irrigation Development Corporation Tender
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Tapi Irrigation Development Corporation Tender
Civil And Construction
Eprocure
Opening Date4 Mar 2024
Closing Date11 Mar 2024
Tender Amount₹ 5,58,471.86 This is an estimated amount, exact amount may vary.
Costs
EMD
0Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_TIDC_1022645_1Bid Award Id
ViewTender No
Quotation Notice No.01 for 2023-2024Tender Authority
Tapi Irrigation Development Corporation ViewPurchaser Address
-Website
http://mahatenders.gov.in
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Documents
BOQ Items
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b) Labour
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Supervisor
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Stone Cutter first Class Skilled
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Helper
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Add 1 % Water Charges
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Details of cost for 1 Unit
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a) Material
Teramesh Unit 3m*2m*1m
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b) Labour
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Supervisor
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Stone Cutter first Class Skilled
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Supplying and laying of high strength flexible geogrids (HSFG) as soil reinforcement / basal reinforcement made of high tenacity polyester core with polyethylene coating with Minimum Long Term Design Strength (LTDS) indicated below for 120 years design life at 20 degreeC. The LTDS should be strictly based on reliable test data and performance data available with the manufacturer from accredited independent agency certifying the Reduction Factor (RF) value for their geogrid for design temperature. The geogrid manufacturer should have creep test data from independent accredited laboratory for period over 5 years and should have minimum roll width of 4.5m with core of MS steel tube convenient for handling and lifting work as per detailed specification all complete as per directions of Engineer in charge. (Reference MoRT&H 3100 & IRC 113).
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Details of cost for Sq m
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a) Material
High strength geogrid of Long Term Design Strength 59.5 kN/m (Including 10% Wastage)
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b) Labour
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Supervisor
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Semi Skilled Mazdoor Skilled
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Helper
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Details of cost for 300 Sq m
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a) Material
High strength geogrid of Long Term Design Strength 119 kN/m (Including 10% Wastage)
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b) Labour
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Supervisor
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Semi Skilled Mazdoor Skilled
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Helper
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Add 1 % Water Charges
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Cost of 300 Sqm
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Supply and installation of Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh 0.3m thick Gabion Boxes ,width 2m, of required sizes, Mesh Type 6x8 (with tolerance of +/-2%), Zn + PMC coated, Mesh Wire dia. 2.7/3.7mm (ID/OD), mechanically edged / selvedged , with partitions at every 1m interval and shall have minimum 10 numbers of mesh openings per meter of mesh perpendicular to twist, tying with lacing wire of dia 2.2/3.2 mm (ID/OD), supplied @ 5% by weight of gabion boxes ,as per detailed specification conforming to codes in vogue all complete as per directions of engineer-incharge. (For under water installation, the machinery and extra labour cost shall be taken extra as per site condition)
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Details of cost for Sq m
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a) Material
0.3m Gabion box
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b) Labour
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Supervisor
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Stone Cutter First Class Skilled
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Helper
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Supplying drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. having three dimensional composite with thermobonding a draining core having configuration in extruded monofilaments of minimum thickness 6mm as per EN 9863-1, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm as per EN ISO 9863-1 and tensile strength of 8.0 kN/m as per EN ISO 10319 that will be working as separation or protecting layer, geocomposite having in plane flow capacity of 2 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure as per EN ISO 12958 and tensile strength of 15 kN/m as per EN ISO 10319, with mass per unit area of 660 gsm supplied in the form of roll for easy transportation to site of work as per detailed specification all complete as per directions of Engineer in charge
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Details of cost for Sq m
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a) Material
Geosynthetic Drainage Composite
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b) Labour
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Supervisor
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Semi Skilled Mazdoor Skilled
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Helper
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Add 20 % Contractors Profit and Overheads
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Supply and laying of erosion control blanket made with fully biodegradable coir fibers reinforced with fine Polypropylene netting securely stitched on both sides with 20 stitches per meter of length to form a strong quilted mat (minimum mass per unit area 450 gm/Sq.m), including fixing of U pins of 8mm diameter of depth 300mm at 1m c/c spacing, 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.
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Details of cost for Sq m
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a) Material
Erosion control blanket made with fully biodegradable coir fibres reinforced with fine polypropylyne netting securly stithed both side with u pins
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b) Labour
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Supervisor
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Semi Skilled Mazdoor Skilled
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Helper
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Add 1 % Water Charges
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Add 1 % Labour Amenities
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Add 20 % Contractors Profit and Overheads
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