Protection Work Along Left Bank Of River Sui For A Length Of 800 M At Chottobella Within G.P.-Gulander-Ii, Block And P.S.-Itahar, Dist.-Uttar Dinajpur
Tender Value
2.23 Crore
Estimated cost
Bid Submission
26 Mar 2025
0 days left
EMD
4.46 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
itahar → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Protection Work Along Left Bank Of River Sui For A Length Of 800 M At Chottobella Within G.P.-Gulander-Ii, Block And P.S.-Itahar, Dist.-Uttar Dinajpur
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. or 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 reaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge.(a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil. |
| 2 | Extra rate over item No-1 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. |
| 3 | One additional Lead |
| 4 | Two additional Lead |
| 5 | Extra rate over item No-1 for all kinds of soil for every additional lift of 1.50 m or part thereof beyond the initial lift of 1.50 metre.One additional Lift |
| 6 | 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 and stacking at site inclusive of all taxes complete. |
| 7 | Labour charges for bouIder pitching on top and slope by placing required boulders (each weighing 25 Kg. and above within lead of 100 metres and all lifts) including filling the interstices with fragments as required, preparing sub-grade by cutting or filling the earth on slope upto 7.5 cm. depth, watering and ramming where necessary complete as per direction of the Engineer-in-charge.a) Over Jhama Khoa / metal filter/ Geo-textile filter |
| 8 | Labour charges for dumping and placing in position properly filled in Nylon crates with filled in gunny/ poly cement bags (minimum 25 nos. haveing capacity 50 Kg) with local earth or sand, sewing and tying the crate with 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 directio 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 1 metre X 1 metre X 1metre b) Where boats are not necessary. |
| 9 | Making rectangular sausage cage with 10 SWG galvanized iron wire of 125mm. x 125mm. mesh wire netting with proper lapping of minimum 150 mm. including sewing the joints with 12 SWG G I wire and supply of all materials and equipments including placing the sausage cage in position, filling the same with boulder or lump agreegates complete as per direction of the Engineer-in-charge but excluding the cost ofboulder / lump aggregates and its carriage upto site.(Cost is excluding the cost of end pieces) |
| 10 | 0.90 metre x 0.60 metre nominal section |
| 11 | 0.60 metre x 0.45 metre section |
| 12 | 3.0 m x 0.46 m nominal section |
| 13 | Supplying, fitting, fixing end pieces for rectangular / square / circular sausages at the ends, with 10 SWG / 8 SWG G I wire net of different mesh sizes tying & sewing the same maintaning a lap langth of 150 mm all around with 12 SWG G I wire complete, including the cost of supply of wire netting, fitting etc, complete as per direction of the Engineer - in - charge.b) Mesh size 125 mm x 125 mm with 10 SWG wire |
| 14 | Supply of Pakurvariety stone boulders from Agency selected quarry site to work site including royalty, sales tax and other similar incidential charges and carriage by tracks, tractor trolly or by any other means where trucks have no nearer access including loading , unloading, stacking etc. complete as per direction of the Engineer-in-Charge. (Royalty certificate in original from competent authority are to be submitted along with the bill, otherwise Rs.106.00 (One hundred six) Rupees amount due towards Royalty of Stone / laterite boulder will be deducted from the bills of works.. b) Pakur source (Each weighing 25 kg & above) |
| 15 | Extra rate for stacking unloaded boulder on private land (where Govt. land is not available) to make them convenient for measurement as per direction of the Engineer-in-charge (land to be arranged by the contractor at his own cost. Note :- This item is payable only when the Engineer-in-charge in his discretion is salisfied about the necessity. |
| 16 | Supplying at site and laying in position UV stabilized needle punched, stapled fibre / continuous filament polypropylene non-woven geotextile of 300 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, completeas per direction of the Engineer-in-charge. Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top.2. Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.7.7, 2.7.9 and 2.7.10 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification & Special Terms & Conditions for Geotextile” in case of use of this item in the estimate. |
| 17 | Supplying fitting, fixing Darma mat in flowing or stagnant water or in dry areas with 16 SWG GI wire as per direction of the Engineerr-in-charge.B) Where boats are necessary |
| 18 | Caulking joints of laterite / stone boulder or Brick pitching with cement mortar 1:4 and flush pointing as per direction of the Engineerin-charge.(a) Stone / laterite boulder pitching |
AI Tender Summary
Tender Timeline
Mar 05, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedMar 26, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 28, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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