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Improvement Of Link Drains Of Prachi Under Cuttack District ( Doab-V ) ( Improvement To Link Drain Jayarsasan-Prachi ) , Block-Baranga-Odisha

Water Resources Department-WRD has published Improvement Of Link Drains Of Prachi Under Cuttack District ( Doab-V ) ( Improvement To Link Drain Jayarsasan-Prachi ) . Submission Date for this Tender is 02-03-2020. Drainage Tenders in Block-Baranga Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

23652147
Improvement Of Link Drains Of Prachi Under Cuttack District ( Doab-V ) ( Improvement To Link Drain Jayarsasan-Prachi )
Open Tender
Indian
Odisha
Block-Baranga
02-03-2020

Tender Details

Improvement Of Link Drains Of Prachi Under Cuttack District ( Doab-V ) ( Improvement To Link Drain Jayarsasan-Prachi )

Key Value

Document Fees
INR 10000 /-
EMD
INR 55300.0 /-
Tender Value
INR 55.21 Lakhs /-

BOQ Items

Name of Work: Improvement to Link Drains of Prachi under Cuttack District (Doab-V) (Improvement to Link Drain Jayarsasan-Prachi) (Sl. No.2)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Excavation of canal/drain in both wet & dry condition by any means in all kinds of soil including slushy soil requiring the aid of pans and vessels,rough dressing and leveling the excavated canal/drain slopes and bed to design section and depositing the excavated materials in spoil bank or to any other specified area to proper section with all leads, lifts and delifts handling and dewatering etc. complete including construction and maintenance of approach road, diversion road, coffer dam with all taxes of all materials T&P etc. including mobilization and demobilization of men and hireand running charges of all machineries and equipments etc. complete with all cost incidental to the work as per the drawing, design, specification and direction of the Engineer-in-Charge. (vide analysis of rates-2006, item No.-16, Page-19). BI01010001010000000000000515BI0100001113 55690.6 One Cum
2 2 Earth work in excavation of foundation in hard or gravely soil including rough dressing and leveling the bed and depositing the excavated earth away from work site within initial lead of 50m. and one extra lift of over initial lift of over initial lift of 1.50 m. including bailing out water, rough dressing & breaking clods including cost, conveyance, royalty and taxes of all materials and labour, supervision, overhead charges, contractor profit, mobilization, demobilization with all lead, lifts and delifts as per the direction of the Engineer-in-charge. BI01010001010000000000000515BI0100001114 623.1 One Cum
3 3 Rough stone dry packing in foundation and plinth with hard stone boulders of 30 cm and above size with sand grouting to proper line and level, fixing key stones including cost, conveyance, royalty and taxes of all materials and labour supervision, overhead charges and contractor profit mobilization, demobilization, hire and running charges of all machinaries and equipments with all leads, lifts, delifts including qulity control testing charges etc. complete as per the drawing, design specification and direction of the Engineer in charge. BI01010001010000000000000515BI0100001115 28.8 One Cum
4 4 Cement concrete M-15 grade in approved surface using 40mm & down graded H.G. cruser broken well graded stone aggregates free from weathered skin surface and any other deleterious materials, using sharp coarse sand of approve grading & quality confirming to the specifications, using water of approved quality & using cement as per approved specification with all leads, lifts, delifts & transportation by mechanical / manual means, including cost, conveyance, royalties & taxes of all other materials labours supervision overhead and contractor profits including with dewatering by suitable means with all cost, mixing the concrete mix ingredients in concrete mixer, vibration of concrete by mechanical means, supplying T & P, watering, curing for specified days by suitable means including cost & carriage of water, construction of coffer dam / approach road, diversion road, mobilization & demobilization of men & hire and running charges of all machineries and equipments etc. including quality control testing charges as per approved drawing, design, specification & direction of the Engineer-in-Charge. BI01010001010000000000000515BI0100001116 138.9 One Cum
5 5 R.C.C./ P.C.C. M-20 grade in approved surface using 20mm & down graded H.G. cruser broken well graded stone aggregates free from weathered skin surface and any other deleterious materials, using sharp coarse sand of approve grading & quality confirming to the specifications, using water of approved quality & using cement as per approved specification with all leads, lifts, delifts & transportation by mechanical / manual means, including cost, conveyance, royalties & taxes of all other materials labours supervision overhead and contractor profits including with dewatering by suitable means with all cost, mixing the concrete mix ingredients in concrete mixer, vibration of concrete by mechanical means, supplying T & P, watering, curing for specified days by suitable means including cost & carriage of water, construction of coffer dam / approach road, diversion road, mobilization & demobilization of men & hire and running charges of all machineries and equipments etc. including quality control testing charges as per approved drawing, design, specification & direction of the Engineer-in-Charge. BI01010001010000000000000515BI0100001117 159.17 One Cum
6 6 Supplying uncoated HYSD rainforcement bar and straightening, cutting, bending, binding the reinforcement steel bars of different diameters conforming to I.S. 1786 and I.S. 432 of all diameters tying the grills in position at all heights including cost of rod, binding wire 18 to 20 gauge with cost, conveyance, taxes of all materials labour, supervision, overhead charges and contractor profit etc. with concrete chairs, dowel, benches, lapping & welding wherever necessary with all lifts, delifts with mobilization and demobilization hire and running cgarges of all mechinaries and equipments including quality control testing charges complete as per the specification & direction of the Engineer-in-Charge. BI01010001010000000000000515BI0100001118 119.38 One Qntl.
7 7 Providing form works for concrete in Canal/ drain structure with F-1 finish for all heights in all types of structures including pier, abutment, trough slab, road slab & mass concreting of guard wall etc. complete using steel shutters or plywood shutters efficiently propping & braced using required number of pylons for vertical support, scaffolding gangway etc. complete & applying the finish for surfaces prominently exposed to public view or flow areas subjected to high velocity as per IS 457 & dismantling after allowing required support time & stacking the same for reuse including greasing, oiling etc. including cost, conveyance, royalty & taxes of all materials, labour and T & P and supervision charges complete as per approved design & direction of the Engineer-in-Charge. BI01010001010000000000000515BI0100001120 1937.86 One Sqm.
8 8 Providing weep holes in Brick masonary/ Plain/ Rainforced concrete abutment, wing wall/ retaining wall with 100 mm dia AC/ PVC pipe, extending through the width of the structure with slope of 1V: 20H with all cost, conveyance, royalty, taxes of all materials & labour T & P required for the work etc. complete as per specification and direction of the Engineer-in-charge. BI01010001010000000000000515BI0100001121 21.6 Rmt.
9 9 Filling foundation and plinth with excavated materials in layers including watering and ramming manually or compacting by mechanical means including cost, convyence and taxes of all materials & labour supervision overhead charges and contractor profit with all leads, lifts, delifts etc complete as per drawing, specification and direction of the Engineer-in-charge. BI01010001010000000000000515BI0100001122 579.26 One Cum
10 10 Earthwork excavation in any type of soil from approved borrow area excavated by mechanically and carriage by mechanical means within 5 Km. lead, all lift & delifts including loading and unloading and depositing the same on properly prepared surface including rough dressing & breaking clods to maximum 5 Cm. to 7 Cm. in size and laying in layers not exceeding 0.30 m. depth including cost, conveyance, royalty and taxes of all materials and labour, supervision, overhead charges, contractor profit, mobilization, demobilization with all lead, lifts and delifts as per the direction of the Engineer-in-charge. BI01010001010000000000000515BI0100001123 735 One Cum
11 11 Construction of Granular sub-base by providing clised graded Granular sub-basew Grading-III materials as per table 400-I, spreading in uniform layers with motor grader or prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratotory roller to achieve the desired density complete as per clause 401 of MOSRT & H specifications for road & bridge works with cost, conveyance, royalty of granite stone and taxes of all materials & labour supervision overhead charges and contractor profit with all leads, lifts, delifts etc complete as per drawing, specification and direction of the Engineer-in-charge. BI01010001010000000000000515BI0100001125 135 One Cum
12 12 Rough stone dry packing inapprons and revetments with hard granite broken stone boulders of 30 cm and above size to proper line and level, fixing key stones including cost, conveyance, royalty and taxes of all materials and labour supervision, overhead charges and contractor profit mobilization, demobilization, hire and running charges of all machinaries and equipments with all leads, lifts, delifts including qulity control testing charges etc. complete as per the drawing, design specification and direction of the Engineer-in-charge. BI01010001010000000000000515BI0100001126 144 One Cum
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