Construction Of Box Culvert Over Manikara Aharnala Khal At Mouza-Manikara , Block-Narayangarh , Ps- Belda , Dist . Paschim Medinipur Under Kkb Project Division
Tender Value
9.57 Lakhs
Estimated cost
Bid Submission
23 Mar 2020
0 days left
EMD
19142
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
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Box Culvert Over Manikara Aharnala Khal At Mouza-Manikara , Block-Narayangarh , Ps- Belda , Dist . Paschim Medinipur Under Kkb Project Division
BOQ
| Name of Work : Construction of Box culvert over Manikara Aharnala Khal at Mouza-Manikara, Block-Narayangarh, PS- Belda, Dist. Paschim Medinipur under KKB Project Division | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg). | 321 | Each | |
| 2 | 2 | Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,(tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials).\nNB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag. | 321 | Each | |
| 3 | 3 | Dumping in position earth / sand filled gunny / poly bags (capacity 50kg) within a lead of 30 metre inclusive of all lifts. | 321 | Each | |
| 4 | 4 | Earthwork in excavation in the canals / drainage channels / borrowpits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge. | |||
| 5 | 4.01 | Ordinary soil/local soil/soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil. | 37.092 | Cum | |
| 6 | 5 | Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically as certained as per direction of the Engineer-in-charge. | 38.32 | HP-hr | |
| 7 | 6 | 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 . | |||
| 8 | 6.01 | In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. | |||
| 9 | 6.02 | upto 3 m depth | |||
| 10 | 6.03 | With pumping out water excluding shoring | 193.05 | Cum. | |
| 11 | 7 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.\nNote:Diameter of pile to be measured at a distance of 1.5 m from the thicker end. | |||
| 12 | 7.01 | 15 cm av. Diameter | 350 | Metre | |
| 13 | 8 | Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. | |||
| 14 | 8.01 | 15 cm av. Diameter | 329 | Metre | |
| 15 | 9 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) | 1.008 | %Cum | |
| 16 | 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. | |||
| 17 | 10.01 | PCC Grade M15 | |||
| 18 | 10.02 | Using concrete mixer | 12.188 | Cum. | |
| 19 | 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 drawing and technical specifications. | |||
| 20 | 11.01 | RCC Grade M20 | |||
| 21 | 11.02 | Height upto 5m | |||
| 22 | 11.03 | Using Concrete Mixer | 12.983 | Cum | |
| 23 | 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. | |||
| 24 | 12.01 | RCC Grade M20 | |||
| 25 | 12.02 | Height upto 5m | |||
| 26 | 12.03 | Using Concrete Mixer | 29.06 | Cum | |
| 27 | 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. | |||
| 28 | 13.01 | Tor Steel rods / HYSD bars / TMTbars (JSW/JSPL/ Shyam / SRMB/ SSL/ BMASL/ Electrosteel)\n(Fe415/Fe 500/Fe 5000, conforms to IS:1186 | 1.834 | MT | |
| 29 | 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. | |||
| 30 | 14.01 | Tor Steel rods / HYSD bars / TMTbars (JSW/JSPL/ Shyam / SRMB/ SSL/ BMASL/ Electrosteel)\n(Fe415/Fe 500/Fe 5000, conforms to IS:1186 | 4.106 | MT | |
| 31 | 15 | 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. | |||
| 32 | 15.01 | Where staging is not required. | 4.06 | Sqm | |
| 33 | 16 | Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. | 24 | Each |
AI Tender Summary
Tender Timeline
Mar 14, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 23, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 24, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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