Immediate Repair To Damage Sundarban Embankment Affected During Cyclone Yaas On 26 . 05 . 21 Near Patra Corner For A Length Of 200 Meters Along River Curzon Creek From Ch . 1 . 850 To 2 . 050 Km In Mouza Gobindapur Abad Under Patharpratima I Sub Division
Tender Value
22.87 Lakhs
Estimated cost
Bid Submission
03 Jun 2021
0 days left
EMD
45760
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
Gobindapur Abad → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
immediate repair to damage sundarban embankment affected during cyclone yaas on 26 . 05 . 21 near patra corner for a length of 200 meters along river curzon creek from ch . 1 . 850 to 2 . 050 km in mouza gobindapur abad under patharpratima i sub division of kakdwip i
BOQ
| Name of Work: I/R to damage Sundarban Embankment affected during cyclone \"YAAS\" on 26.05.21 near Patra Corner for a length of 200 Meters along river Curzon Creek from ch. 1.850 to 2.050 km in Mouza -Gobindapur Abad Under Patharpratima (I) Sub-Division of Kakdwip (I) Division. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earthwork from borrow pits over existing embankment or for repairs to embankment, closing breaches etc. within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25 cm. and rough dressing etc. complete as per profile. | item no 1 | 3030 | cum |
| 2 | 2 | Extra rate over Item Nos.10 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30metres.\n(i) From90 Metre to 120 Metre | item no 2 | 1515 | cum |
| 3 | 2.1 | (ii) From 120 Metre to 150 Metre | item no 3 | 1515 | cum |
| 4 | 3 | Extra rate over Item Nos.10 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre.\nOne Extra Lift. | item no 4 | 1515 | cum |
| 5 | 4 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.\nIii) 12.5 cm av. diameter. | item no 5 | 2250 | m |
| 6 | 5 | 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.\n(ii) 12.5 cm av. diameter | item no 6 | 1800 | m |
| 7 | 6 | 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). | item no 7 | 2160 | M |
| 8 | 7 | Driving bamboo pins in standing or flowing water including scaffolding and driving appliances.\n(a) Where boats are not necessary. | item no 8 | 1260 | M |
| 9 | 8 | 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.\n(a) Width of thinner end above 10 cm. and less than 15 cm.\n(i) Jhaw / Eucalyptus. | item no 9 | 600 | m |
| 10 | 9 | Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg) | item no 10 | 1786 | each |
| 11 | 10 | 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. | item no 11 | 1786 | each |
| 12 | 11 | Dumping in position earth /sand filled gunny / poly bags (capacity50kg) within a lead of 30 metre inclusive of all lifts. | item no 12 | 1786 | each |
| 13 | 12 | Supplying Nylon cage netting 1metre x 1metre x 1metre size with knot having mesh size 17.5 cm x17.5 cm constructed with nylon thread (210 x 24) having tensile strength not less than 250Kg./sq.cm.including carriage, delivery and stacking at site inclusive of all taxes complete. | item no 13 | 150 | each |
| 14 | 13 | 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 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 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 1 metre x 1 metre x 1 metre. (a) Where boats are not necessary. | item no 14 | 150 | each |
| 15 | 14 | Supplying at site and laying in position UV stabilized polypropylene woven geotextile of 430 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, complete as 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. 3. This particular item is to be used in special cases, either in continuation of previous usage or after offering adequate justification from techno-economical angles.) . | item no 15 | 1875 | Sqm |
| 16 | 15 | Testing of Geo-textile materials including UV Test from well eqipped laboratories like Jadavpur University, BITRA, CIPET etc.) (This item is applicable only for third party testing conducted by the Engineer-in-charge to assure the quality of the Geo-textile material) | item no 16 | 1 | Units |
| 17 | 16 | Labour charges for collecting or taking out displaced cement concrete or brick blocks of all sizes from slope, bed or apron and relaying the same in canal bed or slopes including clearing, dressing, ramming and preparing bed with necessary earthwork complete within a lead of 200 metre and all lifts complete. | item no 17 | 93.75 | cum |
| 18 | 17 | Labour charges for relaying and replacing the displaced dry brick pitching by old bricks including dressing and preparing bed with necessary earthwork upto 30cm depth complete including filling gaps with powderd earth or local sand, including collection of bricks within a lead of 50 metre and finishing the same as per direction of theEngineer- in - Charge. c) 20 cm thick | item no 18 | 440 | Sqm |
| 19 | 18 | Supplying to site and pitching with1st class kiln burnt or picked Jhama bricks including dressing,ramming and preparing bed top proper slope complete with necessary earthwork not exceeding 300m.m.in depth and filling gaps with powdered earth or local sand etc.complete (Therate is including cost of sand). I) With 1st class bricks a)20.00cm thick | item no 19 | 110 | Sqm |
AI Tender Summary
Tender Timeline
Jun 01, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJun 03, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 03, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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