Maintenance And Repair To Outlet Cum Inlet Regulator Gate Structure At Ch . 436 . 00 L . B Of Upper Behula Drainage Khal At Kamardanga Within G . P Guptipara Ii Block Balagarh P . S Balagarh District Hooghly Under Baidyapur I Section Of Memari I Sub D
Tender Value
8.33 Lakhs
Estimated cost
Bid Submission
22 Jun 2021
0 days left
EMD
16664
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
Memari → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Maintenance And Repair to outlet cum inlet regulator gate structure at ch . 436 . 00 l . b of upper behula drainage khal at kamardanga within g . p guptipara ii block balagarh p . s balagarh district hooghly under baidyapur i section of memari i sub division under ldid
BOQ
| Name of Work : M/R to outlet cum Inlet Regulator Gate structure at ch.436.00 (L/B) of Upper Behula drainage khal at Kamardanga ,within G.P-Guptipara-II, Block:- Balagarh, P.S:- Balagarh, District:- Hooghly, Under Baidyapur (I) Section of Memari (I) Sub-Division under Lower Damadar Irrigation Division. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge. I. In all sorts of soil excluding marshy soil & rocks\n(soft or hard) by manual means. a) upto 3 m depth (i) With pumping out water including shoring\nas required | 1 | 258 | M3 |
| 2 | 2 | Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge | 2 | 14.4 | M3 |
| 3 | 3 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 3 | 53.1 | M2 |
| 4 | 4 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes (i) Pakur Variety | 4 | 19.3 | M3 |
| 5 | 5 | Hire and labour charges for Shuttering with or\nwithout 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 of minor 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. | 5 | 62.2 | M2 |
| 6 | 6 | 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. | 6 | 68.6 | M3 |
| 7 | 7 | 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(b) 15 mm thick plaster | 7 | 92.1 | M2 |
| 8 | 8 | Neat cement punning about 1.5mm thick in wall, dado, window\nsill, floor etc.\nNOTE:Cement 0.152 cu.m per100 sq. | 8 | 92.1 | M2 |
| 9 | 9 | Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m. | 9 | 258 | M3 |
| 10 | 10 | Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg). | 10 | 2170 | Each |
| 11 | 11 | 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 will not be accepted ) ,and stacking within 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 | 11 | 2170 | Each |
| 12 | 12 | Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts. | 12 | 2170 | Each |
| 13 | 13 | 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. | 13 | 284 | M3 |
| 14 | 14 | Removing earth/sand filled poly bags/gunny bags from the channel bed/slope and initially depositing the same near channel bank at a place as directed by the Engineer-in Charge for measurement of Bag.& then disposing off the same at a distance not less than 150 metre from the channel site. | 14 | 1953 | Each |
| 15 | 15 | Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer- in - Charge (measurements will be on finished work / in stack after deducting necessary void).) | 15 | 1.3 | M3 |
| 16 | 16 | Providing and constructing Service Road of width 4.0 m to reach island location from one pier location to another pier location with height upto 1 m. by sand / dry soil filled cement /polyethylene bags and removal of the same\nafter main construction activity. | 16 | 30 | Mtr. |
AI Tender Summary
Tender Timeline
Jun 11, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJun 22, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 22, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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