Raising And Strengthening Of Left Side Embankment Of Drain No 6 At Pandarbatia Villaage Under Mahanga Block

Tender Notice

23652146
Raising And Strengthening Of Left Side Embankment Of Drain No 6 At Pandarbatia Villaage Under Mahanga Block
Indian
Orissa
17-02-2020
02-03-2020
03-03-2020

Tender Details

Raising And Strengthening Of Left Side Embankment Of Drain No 6 At Pandarbatia Villaage Under Mahanga Block

Key Value

Document Fees
INR 6000 /-
EMD
INR 29700.00 /-
Tender Value
INR 29.64 Lakhs /-

BOQ Items

Name of Work: Raising & Strengthening of left side Embankment of Drain No.-6 at Pandarbatia village under Mahanga Block (Sl. No.-1).
Sl. No. Item Description Item Code / Make Quantity Units
1 1 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. BI01010001010000000000000515BI0100001113 13990 One Cum
2 2 Excavation of foundation in hard soil or gravely soil including rough dressing and leveling the bed of foundation and disposal of excavated materials 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 245.7 One Cum
3 3 Filling foundation and plinth with sand, watering and ramming manually or compacting by mechanical means including cost, convyence and taxces 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. BI01010001010000000000000515BI0100001115 35.1 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 255.93 One Cum
5 5 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. BI01010001010000000000000515BI0100001117 425.74 One Sqm.
6 6 Rough stone dry packing inapprons and revetments with hard granite 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. BI01010001010000000000000515BI0100001118 257.4 One Cum
7 7 Filling foundation and plinth with excavated materials in layers not exceeding 22.50 cm including watering and ramming manually or compacting by mechanical means including cost, convyence and taxces 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. BI01010001010000000000000515BI0100001120 81.9 One Cum
8 8 R.C.C./ 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. BI01010001010000000000000515BI0100001121 0.54 One Cum
9 9 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. BI01010001010000000000000515BI0100001122 0.35 One Qntl.
10 10 Supplying, laying and fixing in position RCC spun pipe with collar jointed in CM (1:3) including cost, carriage, royalty, all other taxes, all labour, T & P etc. complete as per drawing, specification and direction of the Engineer-in-charge. (S/R 2014, Page 41, item No.20 (g) BI01010001010000000000000515BI0100001123 20 Rmt.
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