I/ R To Damaged Sundarban Embankment Affected During Cyclone Yaas On 26/05/2021 For A Length Of 41 . 00 M From Ch . 8 . 370 Km To Ch . 8 . 411 Km . At Mouza - Baliara West Along Bay Of Bengal Under Mousuni Irrigation Sub - Division Of Kakdwip Irrig
Tender Value
7.91 Lakhs
Estimated cost
Bid Submission
22 Jul 2021
0 days left
EMD
15839
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
MOUSUNI → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
I / R To Damaged Sundarban Embankment Affected During Cyclone Yaas On 26 / 05 / 2021 For A Length Of 41 . 00 M From Ch . 8 . 370 Km To Ch . 8 . 411 Km . At Mouza - Baliara West Along Bay Of Bengal Under Mousuni Irrigation Sub - Division Of Kakdwip Irrigation D
BOQ
| Name of Work: I/ R to Damaged Sundarban Embankment affected during Cyclone YAAS on 26/05/2021 for a length of 41.00 M from ch. 8.370 km to ch. 8.411 km. at mouza - Baliara west along Bay of Bengal under Mousuni Irrigation Sub - Division of kakdwip Irrigation Division. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.\n(iii) 15 cm av. Diameter | item no 1 | 1040.3 | Mtr. |
| 2 | 2 | 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(iii) 15 cm av. diameter | item no 2 | 731.5 | Mtr. |
| 3 | 3 | 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 3 | 246 | Mtr. |
| 4 | 4 | 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 4 | 590.4 | Mtr. |
| 5 | 5 | Driving bamboo pins in standing or flowing water including scaffolding and driving appliances.\n(a) Where boats are not necessary. | item no 5 | 295.2 | Mtr. |
| 6 | 6 | Supplying at site geotextile bags of size 1.00 m x 0.70 m using UV\nstabilized needle punched polypropylene non-woven geotextile of 300 gsm as per specification, double stitched at two ends with\npolypropylene or equivalent yarn including cost of ransportation by all means and other incidental charges complete. \nNote: Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.7.5, 2.7.7, 2.7.8, 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 and Special Terms & Conditions for Geotextile Bags” in case of use of this item in the estimate. | item no 6 | 446 | each |
| 7 | 7 | Labour charges for filling Geo-textile bags with filler materials\n(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 150m and all lifts including carriage and hire charges of all materials and equipments but excluding the cost of fillermaterials as directed by the Engineer-in-Charge \ni) Bag size 1.00m x 0.70m of capacity 0.1325 cum/bag | item no 7 | 446 | each |
| 8 | 8 | Supplying at site and laying in position UV stabilized polypropylene wovengeotextileof430gsmas filter, as per specification, includingcost 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 8 | 410 | Sqm |
| 9 | 9 | 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 9 | 825.13 | Cum |
| 10 | 10 | Extra rate over Item Nos.9 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30metres.\n | item no 10 | 330.05 | cum |
| 11 | 11 | Extra rate over Item Nos.9 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre.\n | item no 11 | 248 | cum |
AI Tender Summary
Tender Timeline
Jul 14, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJul 22, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 22, 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