Irrigation and Waterways Department has published Protection Work To Retaining Wall At 9.930 Km Of Left Embankment Of River Hooghly Within Municipality Garden , Ward No-4 Of Budge Budge Municipality , Ps- Budge Budge, Dist- 24 Pgs (South). Submission Date for this Tender is 24-05-2024. Flood Protection Tenders in 24 Paraganas North West Bengal. Bidders can get complete Tender details and download the document.
| FileName | File Description | File Size |
| b507a250-4af1-41b4-ade8-8505b30b2e64.html | Tender Notice | 0 KB |
| barchart02.pdf | Tender Document | 0 KB |
| BOQ_1500979.xls | Tender Document | 0 KB |
| FORMS.pdf | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| TF_2911.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | 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 1metre X 1metre X 1metre. (b) Where boats are necessary. |
| 2 | 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. |
| 3 | Excavation for Structures.Earth work in excavation of foundation of structuresas per drawing and technicalspecification,including setting out, removing, spreading orstacking of spoils within a lead of 150 m. as directedand including trimming the sides of the trenches,leveling, dressing and ramming the bottom, and backfilling with approved material complete as perdirection of the Engineer-in-Charge . I. In all sorts of soil excluding marshy soil & rocks(soft or hard) by manual means. a) upto 3 m depth (i) With pumping out water including shoring as required. |
| 4 | 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 ofE) Beyond 4.00 km and upto 5.00 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 of earth for land owned and arranged by contractor add 25.00 per Cum extra over rate of E/W for land woned /arranaged by the Department. Royalty charge on earth @ 29.00 Per Cum and cesses charges @ 5.30/ cum (ie Rs 15 per 100 cft )as per Govt. notification, which will be paid on production of necessary document in support of payment made towards royalties& cesses. |
| 5 | Earth work in filling in foundation trenches or plinthwith good earth, in layers not exceeding 150 mm.including watering and ramming etc. layer by layercomplete. (Payment to be made on the basis ofmeasurement of finished quantity of work). |
| 6 | Cutting holes and subsequent mending good damages. (a) Diameter upto 150 mm.(ii) In concrete work (plain or R.C.) [Cement- 3.0 Kg/Mtr] |
| 7 | Supply and laying of bio-axial extruded high modulus polypropylene geo grid conforming to MORTH SPECIFICATION for base / sub base reinforcement having minimum tensile strength 40 KN /m in thelongitudinal and transverse direction, with 14 kM/m and 28 KN/M stensile strength at 2% and 5% strain respectively in the Longitudinal and transverse direction, junction efficiency not less than 95 % and with 38mm x 38mm mesh opening |
| 8 | Supplying, fitting, fixing bolts with nuts, washer:(i) 10 to 16 mm dia: (c) Length above 150mm. |
| 9 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mmnominal size) excluding shuttering and reinforcement if any, in ground flooras per relevant IS codes.(i) Pakur Variety |
| 10 | First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc. including curing, scaffolding, raking out joints etc. complete including cost and carriage of all materials. (a) In 1:4 proportion. |
| 11 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar. (a) 20 mm thick plaster |
| 12 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.I) For structural members of specified sections weighing less than 22.5 Kg./m |
| 13 | 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 |
| 14 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts ofminor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. b) Where staging is not required. |
| 15 | Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge. |
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