Re-Construction Of Drain And Culvert With Covering Slabs From Santsoh Tutorial Sahi To Professorpara Near Commercial Roadways Via Mahima Pain Care Hospital Back Side Of Prof. Girish Ch. Pattnaik Res In Ward No.31.
Tender Value
25.41 Lakhs
Estimated cost
Bid Submission
24 Jan 2022
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
7080
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Cuttack → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Re-Construction Of Drain And Culvert With Covering Slabs From Santsoh Tutorial Sahi To Professorpara Near Commercial Roadways Via Mahima Pain Care Hospital Back Side Of Prof. Girish Ch. Pattnaik Res In Ward No.31.
BOQ
| Sl. No. | Item Description |
| 1 | Construction ofCoffer dam by sand bags with sewing &laying in position including allcharges,labour, cost,conveyance & royalty of all materials etc. complete as per direction of Engineer-in-Charge. |
| 2 | Dewatering of waste water from drain inlet to outlet by deploying 5 HP diesel pumpset including all charges etc complete. |
| 3 | Dismantallingand removing of RCC structurte work etc including all charges and remvoving these within initial lead of 50.00 mtr etc complete. |
| 4 | Dismantallingof damaged condition of Cement Concrete of road including all charges and remvoving these within initial lead of 50.00 mtr etc complete. |
| 5 | Dismantallingof Brick masonary work in Cement mortar under 3.00 mtr depth etc including all charges and remvoving these within initial lead of 50.00 mtr etc complete. |
| 6 | Earthwork in excavation of foundation in all kinds of soil in trenches for columns, basement, tie beams, walls and steps in all kinds of soil including moorum, hard stoney earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with all leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. |
| 7 | Removal of excavated earth away from work site to out site by mechanical means including loading & unloading and dumping within 5 Km lead etc complete as per direction of Engineer -in- charge. |
| 8 | Supplying and filling the foundation and plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge. |
| 9 | Providing & laying cement concrete of prop (1:4:8)) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 150mm thick hoisting, lowering, laying,watering and curing etc. Complete. To the required levels including cost, conveyance, royality and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer in charge. |
| 10 | R.C.C work of prop M20 having minimum compressive strength (in work test) 200kg./cm2 in 15cm cubes at 28days after mixing and test conducted in accordance with I.S. 456 and I.S. 516using 12mm to 20mm size (1/2” to ¾”) crusher broken hard black granite chips of 20mm size (not to exceed 25%) of approved quality & from approved quarry including hosting, lowering, laying and compacting concrete with vibrator, watering and curing for 28days, and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer in charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work completion in all respects as per direction of Engineer in charge but excluding cost of M.S rod / Tor steel and binding wires and labour charges for bending, binding wires and labour charges for bending, binding and tying the grills. |
| 11 | Cost of Centering & Shuttering to RCC Works including cost of all materials, labour, T&P etc all charges complete.RCPC Slabs |
| 12 | RCC wall |
| 13 | RCC Deck Slab |
| 14 | Straightening, cutting, bending and binding, welding and jointing (if necessary ) coiled/ bent up MS Rods /Tor Steel/deformed rods etc. including hoisting, placing in position, tying the grills binding with 18 to 20 gauge binding wire required for R.C.C work including cost, conveyance, taxes of all materials, cost of all labour, T&P etc. as required for the work complete (weight of binding wire will not be considered) as directed by Engineer-in-charge. (Payment will be made on actual weight of M.S rods or Tor steel linear measurements of rod for finished item of works. 5% wastage and lap length are included in the finished rate). |
| 15 | Making Cast in situ MS angle box structure for RCPC slabs by using MS angles 50mm x 50mm x 5mmm thick etc allcharge complete |
| 16 | Supplying all materials , Labour T & P for constructing the following sizes RCC Drain including earth work in excavation in all kinds of soil, slushy soil, dismantling the damaged masonry walls, damaged bed concrete, filling in foundation and plingth and cavities with sand with well waterd and rammed, providing Plain Cement Concrete (PCC) with CC 1:4:8 in foundation bed, providing RCC work using M20 grade concrete in base slab and vertical walls including rigid and smooth centering and shuttering with dismantling the same after the casting work is over and providinf reinforcement @ 0.50Qtl /Cum of M20 concrete and removal of excavated and dismanteled material by mechanical means up to 5.00Km distance and providing weep holes at suitable locations,including all costs, all conveyances, royalities, taxes etc all complete as per the relavant specifications and direction of Engineer in charge.Drain Vent of 1.20 Mtr x depth of 1.20 mtrDrain vent of 0.60mtr x depth of 0.60 mre |
| 17 | Rate per each Mtr length per 165.00 CM depth, = (30+60+80)/3 cmtr |
| 18 | Supplying all materials , Labour T & P for constructing and providing the following sizes RCC pre cast Cover slab for Drain includingusing M20 grade concrete including rigid and smooth centering and shuttering with dismantling the same after the casting work is over and providing reinforcement @ 0.63Qtl /Cum of M20 concrete andproviding weep holes at suitable locations,including all costs, all conveyances, royalities, taxes etc all complete as per the relavant specifications and direction of Engineer in charge. 1.20 x 1.20 mtr drain 165.0 mtr slab 1.50 x 0.60 x 0.10 mtr drain |
| 19 | Every Additional depth (+ or -) over or below the standard depth of drain section. |
| 20 | Providingcement concrete for unreinforced cement concrete works of ( 1:2:4 )using 12mm20 mm size crusher broken hard granite (CBHG) stone chips of approved quality and from approved quarry on the road surface including cost of labour, materials (inclusive of cost, conveyance, royalties, taxes, loading and unloading) & equipments for handing, transportation, batching, mixing, placing in position / layers, vibrating, curing for7dayscomplete as per specification drawing and direction of theEngineer-in-charge. |
| 21 | Making signage board at site & unforseen items i.eslab removal, slab side planks etc at site |
AI Tender Summary
Tender Timeline
Jan 15, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJan 24, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 28, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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