Immediate Repair To Damage Sundarban Embankment Affected During Cyclone Yaas On 26 . 05 . 21 Near Tetultala Ghat For A Length Of 160 M Ch . 0 . 00 Km To 0 . 160 Km ) And Near Nur Muhammad Seema For A Length Of 60 M Ch . 0 . 900 Km To 0 . 960 Km Along
Tender Value
23.71 Lakhs
Estimated cost
Bid Submission
03 Jun 2021
0 days left
EMD
47422
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
Tetultala Ghat → 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 tetultala ghat for a length of 160 m ch . 0 . 00 km to 0 . 160 km ) and near nur muhammad seema for a length of 60 m ch . 0 . 900 km to 0 . 960 km along river pakhirala in mo
BOQ
| Name of Work: I/R to damage Sundarban Embankment affected during cyclone \"YAAS\" on 26.05.21 Near Tetultala Ghat for a length of 160 m (Ch. 0.00 km to 0.160 km) and Near Nur muhammad seema for a length of 60 m (Ch. 0.900 km to 0.960 km) along river Pakhirala in Mouza -Banashyamnagar 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 | 4066.61 | 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) From 90 Metre to 120 Metre | item no 2 | 1423.31 | Cum |
| 3 | 2.1 | (ii) From 120 Metre to 150 Metre | item no 3 | 2236.64 | 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 | 4066.61 | Cum |
| 5 | 4 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.\n(ii) 12.5 cm av. Diameter | item no 5 | 3386 | Mtr. |
| 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 | 2428 | Mtr. |
| 7 | 6 | 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 7 | 280 | Mtr. |
| 8 | 7 | Supplying to site empty cement polythene bags (capacity50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg). | item no 8 | 13129 | Each |
| 9 | 8 | Labour charges for filling empty cement gunny bag / polythene bag (capacity50kg) with all kinds of earth (wetordry), 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 with in 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. | item no 9 | 13129 | Each |
| 10 | 9 | Dumping in position earth /sand filled gunny / poly bags (capacity50kg) within a lead of 30 metre inclusive of all lifts. | item no 10 | 13129 | Each |
| 11 | 10 | 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 11 | 5160 | Mtr. |
| 12 | 11 | Driving bamboo pins in standing or flowing water including scaffolding and driving appliances.\n(a) Where boats are not necessary. | item no 12 | 2875.6 | Mtr. |
| 13 | 12 | Supplying, fitting and fixing with ironnails half split bamboo wailing pieces (av. dia. of bamboo not less than 5.0 cm.) | item no 13 | 440 | Mtr. |
| 14 | 13 | 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, complete as per direction of the Engineer-in-charge.\nNote: 1. Payment to be made on measurement of finished surfacewithout lapping, but including anchoring length at top.\n2. 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,\n2.7.9 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 and Special Terms & Conditions for Geotextile” in case of use of this item in the estimate. | item no 14 | 1125 | 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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