Wbiw / Ee-I / Ldid / E-Snit- 06 / 2021-22 Sl-2 Flood Protection And Mitigation Work For Reducing Vulnerability Of People By Making New Embankment For Permanent Closure At Breach Point Of Left Side Of Ex Zamindari Embankment River Darakeswar From 5.50 Km
Tender Value
57.16 Lakhs
Estimated cost
Bid Submission
13 Aug 2021
0 days left
EMD
1.14 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
Khanakul → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Wbiw / Ee-I / Ldid / E-Snit- 06 / 2021-22 Sl-2 Flood Protection And Mitigation Work For Reducing Vulnerability Of People By Making New Embankment For Permanent Closure At Breach Point Of Left Side Of Ex Zamindari Embankment River Darakeswar From 5.50 Km To 5.560 Km For A Length Of 60 M At Paschi
BOQ
| Sl. No. | Item Description |
| 1 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.(ii) 20 cm av. Diameter |
| 2 | (iii) 15 cm av. Diameter |
| 3 | 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.ii) 20 cm av. diameter |
| 4 | (iii) 15 cm av. Diameter |
| 5 | 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.(b) Width of thinner end above 15 cm. |
| 6 | Coaltarringwith5%pitchincludingcostofmaterialandlabour complete as per direction of the Engineer-in-chargeb) Two Coat |
| 7 | Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land, including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of,A) Beyond 2.00 km and upto 3.00 km. |
| 8 | B) Beyond 3.00 km and upto 4.00 km.NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking. (NOTE : For compensation for earth for land owned and arranged by Contractor add Rs. 25.00 per m³ extra over rate of E/W for land owned / arranged by the Department. Royalty charge on earth @Rs. 29.00 per m³ and Cess Charges @Rs. 5.30 per Cum. as per Govt. notification which will be paid on production of necessary documents in support of payment made towards the royalties & Cess.) |
| 9 | Supplying Nylon cage netting 1 metre x 1 metre x 1 metre size with knot having mesh size 17.5 cm x 17.5 cm constructed with nylon thread (210 x 24) having tensile strength not less than 250 Kg. / sq. cm. including carriage, delivery an |
| 10 | Labour charges for dumping and placing in position properly filled in Nylon crates with filled in gunny / poly cement bags (minimum 25 nos. having capacity 50 kg) with local earth or sand, sewing and tying the cratewith nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including cost of hire charges of boat, boatmen and other necessary equipments and also including cost of bags, carriage and charge of filling bags with earth / sand but excluding cost of nylon crate as per direction of the Engineer – in – Charge.NB:- Volume of each earth/ sand filled bags should not be less than 0.028 m3. Size of Nylon crate is 1metre X 1metre X 1metre.(a) Where boats are not necessary. |
| 11 | Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. |
| 12 | Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific 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 making necessary earthen bundh of one metre 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 and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(i) For Construction of Sub Base by consolidatingJhama metal (63 mm to 45 mm) with moorum screening :Note: Add cost at site of 1.09 m3 of jhama metal and 0.26 m3 of moorum screening (loose volume) to arrive at the consolidated rate. |
| 13 | Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. asper 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 rotect 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.Note: Add cost at site of the materials to arrive at the complete rate. The compaction factor may betaken as 0.67.(The payment is to be made on the basis of the finished compacted volume of moorum.) |
| 14 | Supplying at site High Density Polyethylene (HDPE) bag of size 0.84 m x 0.38 m conforming to BIS : 14252 : 2015 for bank protective works including all cost of cost of transportation on roadby all means,including other incidental charges complete.Note:Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.8 including the sub-paragraphs, i.e. 2.8.1 and 2.8.2 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification and Special Terms & Conditions for High Density Polyethylene (HDPE) Bags” in case of use of this item in the estimate.” |
| 15 | Labour charges for filling HDPE bagswith filler materials (earth/sand), machine stitching the open end of the bag with thread as per design and placing the same on slope or dumping from bank within initial lead of 30m and all lifts including carriage and hire charges of all materials and equipments but excluding the cost of filler materials as directed by Engineer-in-Charge (Volume of earth/sand filled bag should not be less than 0.0328 cum). |
| 16 | Extra rate for item no above for each additional lead of 60 metre or part thereof over the initial lead of 30 metre. |
AI Tender Summary
Tender Timeline
Aug 06, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedAug 13, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 13, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender