Construction Of Kuhudigaon In Stream Storage Check Dam ( Low Height Check Dam ) Over Sunakata Nalla Near Village Batakuhudi In Kotpad Block Of Koraput District.
Tender Value
64.23 Lakhs
Estimated cost
Bid Submission
21 Oct 2022
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kotpad → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Kuhudigaon In Stream Storage Check Dam ( Low Height Check Dam ) Over Sunakata Nalla Near Village Batakuhudi In Kotpad Block Of Koraput District.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation of foundation in hard soil or gravely soil with all leads and lifts and delifts including dressing and leveling the bed to proper slope and level & making it fit for laying concrete & removing the debris clear of work site with all leads and lifts and delifts including dewatering from foundation if necessary etc complete in all respect as directed by the Engineer-In-Charge. |
| 2 | Cement concrete in M15 grade using 20 mm down graded size crusher broken granite chips of approved quality quarried and free from weathered skin and foreign materials including mixing the materials by use of concrete mixtures and laying concrete in layers not exceeding 0.15 m in depth to required level curing vibrating with vibrators, finishing etc with all leads lifts and delifts complete in all respect to proper profile and leveling including dewatering if necessary and cost, conveyance and royalty and other taxes etc of materials including hire & running charges of the machineries complete as directed by the Engineer - in - Charge. |
| 3 | Reinforced Cement Concrete M20 grade with crushed granite 20mm down graded hard granite crusher broken chips of approved quality free from skin materialsmixing by concretemixer including hoisting lowering and laying the concrete in position to proper slope and level and compacting by vibrators in layers not exceeding 0.15m depth and finishing the exposed surface smooth including watering, curing for required period cost, conveyance, hire and running charges of all machineries, royalty and other taxes of all materials labour, T & P materials required for this item etc, complete as directed by the Engineer in charge. |
| 4 | Straightening, cutting, bending, binding, fitting and placing uncoated HYSD bar reinforcement and laying in position including cost of binding wire 18 to 20 gauge and fixing of reinforcement including lapping where necessary with all leads, lifts from bending yard to placement spot including cost ,conveyance & all taxes of reinforcement as directed by the Engineer-in-charge. |
| 5 | Providing and removing after casting rigid and smooth centering and shuttering for RCC and CC works with nominal reinforcement, cutting, bending, binding and dismantling them after casting including cost, conveyance, royalty and other taxes of all materials required for the work etc. complete as per direction of the Engineer-in-charge(For Foundation & footing base) |
| 6 | Providing form work for concrete with F.I finish for upstream faces of Dam, spillway, glacis of barrage, unexposed surfaces of foundation, block joints etc, with steel shutters rigidly fixed and removal of forms and making good to the surfaces where necessary complete with all labour, materials and T&P complete as directed by the Engineer-in-charge. |
| 7 | R. S. dry packing in approns, revetments and slopes of dam & dyke to all heights with hard stone other than granite and laterite of 15 to 30 cmsize in all directions ( Weighing 140 Lbs / cft) and above of approved quality including filling the interstices with small stones with cost, conveyance, royalty and other taxes of all materials required for the work etc complete and finished to proper slope and level complete in all respect as directed by the Engineer In Charge . (1/6 th volume will be deducted towards voids) |
| 8 | Filling in foundation and plinth with excavated earthwith all leads & lifts including watering and ramming and compaction etc. complete in all respectsas per specification and direction of the Engineer-in-charge. |
| 9 | Earth work in Hard soil with all leads and lifts including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth to proper profile etc, with supply of all labour and T&P required for the work including Royalty etc, complete in all respect as directed by the Engineer-in-Charge. |
| 10 | Providing weep holes in Brick masonry/Plain/Rainforced concrete abutment,wing wall/ returnwalls with 75 mm dia P.V.C. pipe extending through the full width of the structure with slope of IV: 20H towards drawing face complete as per drawing & technical etc. complete in all respects as directed by the Engineer-in-charge. |
AI Tender Summary
Tender Timeline
Oct 11, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 25, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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