Tender For Construction Of Mati Nala Bandh At Savargaon No 1B And Savargaon No 2 B Gat No 27
Tender Value
9.57 Lakhs
Estimated cost
Bid Submission
07 Aug 2023
0 days left
EMD
9577
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
savargaon → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Mati Nala Bandh At Savargaon No 1B And Savargaon No 2 B Gat No 27
BOQ
| Sl. No. | Item Description |
| 1 | Savargaon-1BItem No. 1Cleaning cutting thorny shrubs bushes, grass as directed with 15 m lead and all lift etc. complete as directed. (Details As per Estimate) |
| 2 | Item No.2Excavation in all kinds of Soils including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains/ catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road/embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with lead up to 15 m and all lift as directed. ( Details As per Estimate) |
| 3 | Item No. 3 Excavation in Hard Murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain/ catch water drains etc., placing the excavated material neatly in dump area of for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides tto required level and profile etc., complete with lead 15 m and all lift as directed. ( Details As per Estimate) |
| 4 | Item No. 4Excavation of Soft Rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filterr drain/ catch water drains etc., and placing the excavated soft rock neatly in dump area of for formation of service road as directed including cost of allmaterials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead 15 m and all lift as directed ( Details As per Estimate) |
| 5 | Item No. 5Excavation in Hard Rock of all toughness by blasting including boulders above 0.6 m dia, (0.113 cum) minimising damage to side slopes of excavation in water prism area by adopting any one or combination of line drilling / pre-splitting/ smooth blasting techniques and placing the excavated rock neatly in approved dump area as directed inlcluding cost of all materials machinery, labour, levelling bed etc. complete with lead 15 m and all lift as directed. ( Details As per Estimate) |
| 6 | Item No. 6 providing cut of trench filling using selected impervious soil directly available from material of excavation inlcuding cost of all materials, machinery, labour all otherr operations such as collection of soil, spreading soil in layer of specified, thickness, sorting out, breaking clods, levelling, sections adges/ sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated vibratory compactor including cost of water etc., complete with lead up to 1 km for water and other lifts as directed B) Approved borrow area (Government acquired land) ( Details As per Estimate) |
| 7 | Item No. 7 providing casing embankment using selected pervious material available directly from excavation in layers including cost of all materials, machinery, labour all other operations, such as collection of material, spreading material in layer of specified thickness, sorting out, breaking clods, leveling, sectioning edges/ sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of waterr etc. complete with lead up o 1 km and all lifts as directed. A) Available from material of excavation ( Details As per Estimate) |
| 8 | Item No.7a) Guide Bund( Details As per Estimate) |
| 9 | Item No.7B) Approved borrow areas (Government acquired land)( Details As per Estimate) |
| 10 | Item No. 8Providing hearting embankment using selected impervious material available directly from excavation in layers inlculding cost of all materials, machinery, labour, all other operations such as collection of material, spreading soil in layer of specified thickness, sorting out, breaking clods, leveling, sectioning edges/ sides, watering compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc. complete with lead up to 1 km and all lifts as directed.B) Approved borrow areas (Government acquired land) ( Details As per Estimate) |
| 11 | Item No. 9Providing and constructing 230 mm. thick dry rubble stone pitching using stones and stone chips from locally available, excavated materials inlcuding labour, hand packing/ wedging stone chips, finishing etc. complete with lead up to 50 m and all lifts. A) Available from material of excavation ( Details As per Estimate) |
| 12 | Item No. 9B) Approved Borrow areas ( Details As per Estimate) |
| 13 | Savargaon No-2BItem No. 1Cleaning cutting thorny shrubs bushes, grass as directed with 15 m lead and all lift etc. complete as directed. (Details As per Estimate) |
| 14 | Item No.2Excavation in all kinds of Soils including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains/ catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road/embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with lead up to 15 m and all lift as directed. ( Details As per Estimate) |
| 15 | Item No. 3 Excavation in Hard Murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain/ catch water drains etc., placing the excavated material neatly in dump area of for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides tto required level and profile etc., complete with lead 15 m and all lift as directed. ( Details As per Estimate) |
| 16 | Item No. 4Excavation of Soft Rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filterr drain/ catch water drains etc., and placing the excavated soft rock neatly in dump area of for formation of service road as directed including cost of allmaterials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead 15 m and all lift as directed ( Details As per Estimate) |
| 17 | Item No. 5Excavation in Hard Rock of all toughness by blasting including boulders above 0.6 m dia, (0.113 cum) minimising damage to side slopes of excavation in water prism area by adopting any one or combination of line drilling / pre-splitting/ smooth blasting techniques and placing the excavated rock neatly in approved dump area as directed inlcluding cost of all materials machinery, labour, levelling bed etc. complete with lead 15 m and all lift as directed. ( Details As per Estimate) |
| 18 | Item No. 6 providing cut of trench filling using selected impervious soil directly available from material of excavation inlcuding cost of all materials, machinery, labour all otherr operations such as collection of soil, spreading soil in layer of specified, thickness, sorting out, breaking clods, levelling, sections adges/ sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated vibratory compactor including cost of water etc., complete with lead up to 1 km for water and other lifts as directed B) Approved borrow area (Government acquired land) ( Details As per Estimate) |
| 19 | Item No. 7 providing casing embankment using selected pervious material available directly from excavation in layers including cost of all materials, machinery, labour all other operations, such as collection of material, spreading material in layer of specified thickness, sorting out, breaking clods, leveling, sectioning edges/ sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of waterr etc. complete with lead up o 1 km and all lifts as directed. A) Available from material of excavation ( Details As per Estimate) |
| 20 | Item No.7a) Guide Bund( Details As per Estimate) |
| 21 | Item No.7B) Approved borrow areas (Government acquired land)( Details As per Estimate) |
| 22 | Item No. 8Providing hearting embankment using selected impervious material available directly from excavation in layers inlculding cost of all materials, machinery, labour, all other operations such as collection of material, spreading soil in layer of specified thickness, sorting out, breaking clods, leveling, sectioning edges/ sides, watering compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc. complete with lead up to 1 km and all lifts as directed.B) Approved borrow areas (Government acquired land) ( Details As per Estimate) |
| 23 | Item No. 9Providing and constructing 230 mm. thick dry rubble stone pitching using stones and stone chips from locally available, excavated materials inlcuding labour, hand packing/ wedging stone chips, finishing etc. complete with lead up to 50 m and all lifts. A) Available from material of excavation ( Details As per Estimate) |
| 24 | Item No. 9B) Approved Borrow areas ( Details As per Estimate) |
AI Tender Summary
Tender Timeline
Jul 24, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedAug 07, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 09, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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