Desiltation And Strengthening Of Embankment Of Trimohini Khal From Downstream Of Conflunce Of Pakhimara Khal At Chainage 10.82 Km To Confluence Of Nowi Khal Uptochainage 16.110 Kmfor A Length Of 5.29 Kmto Ease Out Draiange Congestion Of Bhatpara Municipal
Tender Value
1.30 Crore
Estimated cost
Bid Submission
19 May 2025
0 days left
EMD
2.61 Lakhs
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
amdanga → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Desiltation and strengthening of embankment of Trimohini Khal from downstream of conflunce of Pakhimara Khal at chainage 10.82 KM to confluence of Nowi Khal uptochainage 16.110 KMfor a length of 5.29 KMto ease out draiange congestion of Bhatpara Municipality withinBlock- Amdanga,P.S. Amdanga, District- North 24-Parganas.
BOQ
| Sl. No. | Item Description |
| 1 | Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge. |
| 2 | Earthwork in excavation or re-excavation of drainage channels / rivers in all kinds of soil including silt, sand, slush etc. mixed with all sorts of Industrial wastes, sewages, municipal garbage, carcasses, tannery effluents, jungles, bushes, semi-solid / solid campact mass, water hyacinth, cowdung deposits, decomposed vegetations, polythenes, brick bats, gravels, stone ballast, crates, remnant of bullah and bamboo pins etc. by means of suitable excavator mounted on pontoon (min. depth of water 0.75 metre) specially made to suit the site condition in tidal or non-tidal channel / river and carrying of the excavated materials to suitable locations of the channel / river bank from the point of excavation by diesel machine operated boats or similar arrangements in a manner suited for the purpose and placing the excavated materials from the boat etc. on the top of the bank in case of disposal at suitable places arranged by the agency at his own cost, on the bank at available locations having distances from the point of re- excavation as shown below, by means of excavators or any other machines or manually as may be required, including all liftsMeasurement : By Pre-work and Post- work level sections. Pre-work level for the existing bed of the channel / river is to be taken by displacing water hyacinth and all other floating materials including compact masses, carcasses etc. and for which no extra payment will be made. Post-work level section will be taken only when a stretch of at least 300 metre is completed and the said post-work will be taken within 7 days after completion of excavation in that reach.(a) For distance 0 to 50 metre from the point of re-excavation to the placing point on the bank |
| 3 | (b)For distance beyond 50 metre but within 100 metre from the point of re- excavation to the placing point on the bank. |
| 4 | Earthwork in re-excavation / silt clearance in drainage channel in all kinds of soil including sludge, slush mixed with all sorts of industrial wastes and municipal garbages, polypacks, carcasses, small khatal effluents, night soil etc. by mathor labour as may be necessary and depositing the same in places as directed by the Engineer-in-charge , in such a manner, without causing much hindrance to traffic and posing health hazard and making arrangement to maintain the site in workable condition and rough dressing when dry including making arrangement of bailing out of any seepage water and removal of sand or soil blown from underneath, removal of khatal, temporary latrines, clearing and removing all kinds of semi compact masses formed by water hyacinth, jungles up to 30 cm girth, and burning them to ashes or removing outside Government land in conformity with the Municipal rules, including shoring shuttering as required, nicking out lines etc.(Measurement : Pre-work and Post-work level section. Pre- work section to be taken after removal of water hyacinth and all other floating materials etc.)(a) By manual means within an initial lead of 30 M and an initial lift of 1.50 M |
| 5 | (b) By mechanical means using hydraulic excavators within an initial lead of 30m and initial lift of 3.0m |
| 6 | Extra rate for additional lead of earthwork in item Nos. 3.01 & 3.02 above.(a) Each additional lead of 15M or part thereoff beyond 30m upto 90m (45mtr) |
| 7 | Extra rate for additional lead of earthwork in item Nos. 3.01 & 3.02 above.(a) Each additional lead of 15M or part thereoff beyond 30m upto 90m (60mtr) |
| 8 | Disposal / carriage of excavated earth / materials outside Government land by truck or by any other conveyance over kancha / pucca road including making access for plying the truck or any other conveyance beyond 300 m and upto a distance of 5.00 km from the excavated point including cost of stacking, loading, unloading, transporting,rrangement of land, if required by agency, spreading and levelling as necessary etc. complete. Measurement : By stacks at loading point after deducting voids as per rule. (This item can only be used after obtaining permission from the concerned Superintending Engineer). |
| 9 | Supplying Jhaw/ Eucalyptus bullah piles at work site including dressing and making one end pointed.(iii) 15.0 cm av. Diameter Note: Diameter of pile to be measured at a distance of 1.5m from the thicker end. |
| 10 | 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 (iii) 15 cm av. DiameterNote: 1) pament to be made on the length driven into the ground. Diameter to be measured at 1.15m, from the thicker end. |
| 11 | Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site.(a) Width of thinner end above 10 cm. and less than 15 cm.(i) Jhaw / Eucalyptus. |
| 12 | Coal tarring with 5% pitch including cost of material and labour complete as per direction of the Engineer-in-charge b) Two Coats |
| 13 | Fitting, fixing bitumen drum sheet to bullah piling and wailing pieces including cutting straightening drum sheet fixing with country nails @ 20cm c/c at top & bottom and bolts& nuts at top & bottom at every joint of drum sheet with a laping of 15 cm, including supply of drum sheet, fixture all complete as per direction of the Engineer - in - charge. |
| 14 | Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge.(Payment will be made on the basis of Pre-work & Post-work level) |
| 15 | Providing and laying reinforced cement concrete pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.(F) 600 mm dia |
| 16 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. |
| 17 | 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. (b) Where staging is not required. |
| 18 | Supplying, dressing and stacking at site bamboo pins above 5 cm.diameter and upto 7.5 cm. diameter. (Dia. to be measured at mid length). |
| 19 | Driving bamboo pins in standing or flowing water including scaffolding and driving appliances. (a) Where boats are not necessary |
| 20 | Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete(capacity 50 kg). |
| 21 | 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 willnot beaccepted ) , andstacking withina lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials) .NB: Volume of earth/ sand filled bags should not be less than 0.028 cum/bag |
| 22 | Dumping in position earth / sand filled gunny / poly bags (capacity 50kg) within a lead of 30 metre inclusive of all lifts. |
| 23 | Removing earth/sand filled poly bags/gunny bags from the channel bed/slope and initially depositing the same near channel bank at a place as directed by the Engineer-in Charge for measurement of Bag. & then disposing off the same at a distance not less than 150 metre from the channel site. |
AI Tender Summary
Tender Timeline
Apr 29, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedMay 19, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 20, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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