Augmentation Of Drainage Capacity Of Kon Mohar Sluice Over Right Embankment Of Ganapath Khal At Mouza- Mohar Purva , Block And Ps - Sabang , Dist . Paschim Medinipur Under K . K . B . Project Division In Connection With Kkb Basin Drainage Scheme
Tender Value
20.11 Lakhs
Estimated cost
Bid Submission
11 Feb 2020
0 days left
EMD
40233
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sabang → West Bengal
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Not Available
Quantity
Not Available
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Project Description
Augmentation Of Drainage Capacity Of Kon Mohar Sluice Over Right Embankment Of Ganapath Khal At Mouza- Mohar Purva , Block And Ps - Sabang , Dist . Paschim Medinipur Under K . K . B . Project Division In Connection With Kkb Basin Drainage Scheme
BOQ
| Name of Work: Augmentation of drainage capacity of Kon Mohar sluice over right embankment of Ganapath Khal at Mouza- Mohar Purva, Block and PS - Sabang, Dist. Paschim Medinipur under K. K. B. Project Division in connection with KKB Basin Drainage Scheme | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD. | |||
| 2 | 1.01 | (I) By Manual Means | |||
| 3 | 1.02 | b) Cement Concrete | 83.442 | cum | |
| 4 | 2 | Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD. | |||
| 5 | 2.01 | (b) Cement mortar | 91.011 | cum | |
| 6 | 3 | Taking out sluice gate draw shutter gearing arrangements & pedestal including refitting the same with new nuts & bolts where necessary. | |||
| 7 | 3.01 | (a) Up to 4 sqm. | |||
| 8 | 3.02 | (ii) Taking out only. | 4.29 | sqm | |
| 9 | 4 | Taking out runner of any section including cutting bolts and nuts, dismantling existing concrete or brickwork where necessary. | 7.7 | Meter | |
| 10 | 5 | Earth work from borrow pits over existing embankment or for repairs to embankment, closing breaches etc. with in an initial lead of 30 metre and lift of 1.50metre including breaking clods and depositing the same in layers not exceeding 25cm. and rough dressing etc. complete as perprofile. | 1954.39 | Cum | |
| 11 | 6 | Extra rate over Item No. 5 for all kinds of soil for every additional lead of 30 metres or part there of beyond the initial lead of 30 metres. | |||
| 12 | 6.01 | (i) Taking one extra lead | 619.733 | Cum | |
| 13 | 7 | Extra rate over Item No. 5 for all kinds of soil for every additional lift of 1.50 metre or part there of beyond the initial lift of 1.50 metre. | |||
| 14 | 7.01 | (i) Taking one extra lif | 619.733 | Cum | |
| 15 | 8 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge | |||
| 16 | 8.01 | In all sorts of soil excluding marshy soil & rocks | |||
| 17 | 8.02 | upto 3 m depth | |||
| 18 | 8.03 | With pumping out water and shoring | 59.999 | cum | |
| 19 | 9 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand | 131.38 | Sqm | |
| 20 | 10 | Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. | |||
| 21 | 10.01 | I) Using concrete mixer | |||
| 22 | 10.02 | PCC Grade M15 | 37.688 | cum | |
| 23 | 11 | Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawingn and technical specifications. | |||
| 24 | 11.01 | I) Using concrete mixer | |||
| 25 | 11.02 | RCC Grade M20 | 27.063 | cum | |
| 26 | 12 | Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. | |||
| 27 | 12.01 | (i) Height upto 5m | |||
| 28 | 12.02 | I) Using concrete mixer | |||
| 29 | 12.03 | D. RCC Grade M20 | 43.747 | cum | |
| 30 | 13 | Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. | 3.824 | MT | |
| 31 | 14 | Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. | 6.181 | MT | |
| 32 | 15 | Supplying,fitting and fixing of Mild Steel Guide Channel with necessary Mild Steel lugs of required length and size by making hole in to wall and fixing with necessary masonry work with maintaining proper line and levelas directed by the Engineer-in-charge. This item includes two coats of anti-corrossive bituminous paint over two coats of red lead primer. Payment will be made on actual length of Guide Channel. | 262.08 | kg | |
| 33 | 16 | Supplying /Replacing at site new pedestal or other similar items for sluices made with Mild Steel plates, angles, channels , holding down nuts & bolts etc. including fitting, fixing in position in concrete or masonry complete as per direction of the Engineer - in -charge. | 236.297 | kg | |
| 34 | 17 | Supplying, fitting, fixing Mild Steel draw shutter with Mild Steel plate of thickness as specified by the Engineer-in-charge and other necessary Mild Steel sections for sluice including fabricating the same (as per draw in gandinstruction given by the Engineer-in-charge) excluding cost of Mild Steel guide channel, sillbeam, gearing arrangement etc. but including painting with two coats of anti corrosive bituminous paint of approved make & brand over two coat of red lead primer and with necessary masonry work with all materials supply etc. complete at site. | 692.057 | kg | |
| 35 | 18 | Supplying, fitting & fixing in position rubber seal arrangements with musical note harmonic 'J' type for making water tight in both up and down stream of draw shutter as wellas flap shutter including guide paths, additional M.S. flats, bolts and nuts for fixing the rubber seal in position including fabrication cost and carriage of all materials to site and complete as per direction of the Engineer-in-charge. | |||
| 36 | 18.01 | (b) Musical Note, Harmonic Type | |||
| 37 | 18.02 | (ii) 127 mm x 6 mm | 13.4 | Meter | |
| 38 | 19 | Supplying /Replacing Gear rod by a new Mild Steel Gear rod, threaded length as required and fitting,fixing in position with screw gearing arrangement for operating the draw shutter including taking out old gear rod by cutting bolts etc. complete as per direction of the Engineer-in-charge. (The old materials to be returned to Departmental Godown.) | |||
| 39 | 19.01 | (b) 65 mm Dia | 8 | Meter | |
| 40 | 20 | Supplying / Replacing at site alloy steel bush for gearing arrangement of Mild Steel regulator shutter including fitting & fixing the same in Cast Iron wheel with bearing and necessary lubricant including cutting internal thread in the bushas necessary including cost of all materials, tools, labours and carriage to site complete of specified diameter as per direction of the Engineer - in - charge. | |||
| 41 | 20.01 | (b) 65 mm. dia | 2 | each | |
| 42 | 21 | Supplying, fitting & fixing Cast Iron wheel (after taking out existin gone if necessary), rimmade of 28mm. to 36mm. dia to fit any size of gear rod including carriage to site, painting with two coats of bituminous paint over two coats of red lead primer etc .complete as per direction of the Engineer-in-charge. | |||
| 43 | 21.01 | (b) 45 cm Dia CI Wheel | 2 | per set | |
| 44 | 22 | Painting on steel or other metal surface with any approved bituminous anticorrosive paint after preparing the surface including removing paints,cleaning,smoothening etc.including scaffolding where necessary including cost of all materials complete | |||
| 45 | 22.01 | (b) Two coat | 21.426 | Sqm | |
| 46 | 23 | (B)Painting with ready mixed red lead paint of approved make and brand : | |||
| 47 | 23.01 | (b) Two coats | 21.426 | Sqm | |
| 48 | 24 | Water Bound Macadam Sub Base by consolidating Jhama Metal/ Laterite chelly or Stone metal/shingles of Specification size in hard crust to requisite thickness (measured after compaction ) in layers including screening of metals etc.as necessary, hand packing, sweeping,watering and rolling in stages with power roller to proper line, grade and camber,lighting, guarding & barricading and macking necessary earthen bundh of one meters width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men mechineries and compacting to the requried density as per clase404 of Specifications for Road & Bridge Works of MoRT & H ( 5th Revision).. | |||
| 49 | 24.01 | (ii) For Construction of Sub Base by consolidating Laterite (90 mm to 45 mm) | 58.5 | cum | |
| 50 | 25 | Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification. | 58.5 | Cum | |
| 51 | 26 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. | 9.44 | sqm |
AI Tender Summary
Tender Timeline
Jan 28, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 11, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 12, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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