Cwss To Vithura Tholicode Villages Phase Ii Construction Of Weir Accross The Kallara River At Ezhuperthanakayam, Vithura. Cwss To Vithura Tholicode Villages Phase Ii Construction Of Weir Accross The Kallara River At Ezhuperthanakayam, Vithura.
Tender Value
1.27 Crore
Estimated cost
Bid Submission
24 Dec 2021
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Vithura → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Cwss To Vithura Tholicode Villages Phase Ii Construction Of Weir Accross The Kallara River At Ezhuperthanakayam, Vithura. Cwss To Vithura Tholicode Villages Phase Ii Construction Of Weir Accross The Kallara River At Ezhuperthanakayam, Vithura.
BOQ
| Sl. No. | Item Description |
| 1 | construction of weir-civil works |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 3 | Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock |
| 4 | Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Hard rock (requiring blasting) |
| 5 | DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm diaof 2.0m long(1m in rock and 1m in concrete ) including drilling holes of 30mm diaand filling the gap with cement grout( 0.50kg/each)etc complete |
| 6 | Bailing out water with5 HP engine and pumpset including conveyance to the site, errection, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc. complete.NEW DATA (Prepared based on PHED SDB - Item No.1070 |
| 7 | Bailing out water with engine and pumpset above 5 HP upto 10 HP including conveyance to the site, errection, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc. complete.NEW DATA (Prepared based on PHED SDB - Item No.1070 |
| 8 | BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever necessary where pumping with engine and pump set not possible |
| 9 | Construction of temporary bund using earth filled cement bags including cutting of the Earth, filling, conveying and placing in position, Filling with contractor\"s own earth (excluding rock) in the core portion of the earthen bund by consolidating each deposited layer by ramming and watering, Supplying, conveying and covering using best quality polythene sheet on bund to protect bund from seasonal changes, Conveying and providing bamboo poles at the rates of 3m per 4m3 (1m each in longitudinal, horizontal and vertical directions) for reinforcing the temporary bund,dismantling the sand / earth filled cement bag from the foundation site of bund, appron on both sides, counter wall and removing the sand/earth from the bag and dispossing the damaged cement bags properly as per the direction of the department officers including all cost, labour charges and hire for tools and plant etc complete. |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 11 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to siteof laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level |
| 12 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 13 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 14 | Providing 300mm square opening for scour arrangement and providing 300mm gate valve with shutter for opening and closing with anti corrosiveframe alround including special arrangement with cast iron fittings with eproxy coating paint, gauge marking in the side retaining wall etc. as per direction of departmental officers. |
| 15 | construction of weir-Side protection works |
| 16 | Construction of temporary bund using earth filled cement bags including cutting of the Earth, filling, conveying and placing in position, Filling with contractor\"s own earth (excluding rock) in the core portion of the earthen bund by consolidating each deposited layer by ramming and watering, Supplying, conveying and covering using best quality polythene sheet on bund to protect bund from seasonal changes, Conveying and providing bamboo poles at the rates of 3m per 4m3 (1m each in longitudinal, horizontal and vertical directions) for reinforcing the temporary bund,dismantling the sand / earth filled cement bag from the foundation site of bund, appron on both sides, counter wall and removing the sand/earth from the bag and dispossing the damaged cement bags properly as per the direction of the department officers including all cost, labour charges and hire for tools and plant etc complete. |
| 17 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 18 | Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock |
| 19 | Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Hard rock (requiring blasting) |
| 20 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 21 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to siteof laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level |
| 22 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 23 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 24 | Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 25 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: |
| 26 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 27 | Filling with contractor\"s own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge |
| 28 | Preparation of drawings and Design |
AI Tender Summary
Tender Timeline
Dec 18, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedDec 24, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 27, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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