Construction Of Kufri Kheel Damela Road In G . P . Kufri Km . 0/0 To 8/100 ( Portion Nihon To Damela Km . 5/500 To 8/100 ) . Construction Of 900Mm Dia R . C . C . Hume Pipe Culvert At Rd . 6/120 , 6/330 , 6/645 , 6/825 , 6/925 And 7/480
Tender Value
6.54 Lakhs
Estimated cost
Bid Submission
18 Jul 2020
0 days left
EMD
13100
Bank guarantee accepted
Document Fee
350
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Padhar → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Kufri Kheel Damela Road In G . P . Kufri Km . 0/0 To 8/100 ( Portion Nihon To Damela Km . 5/500 To 8/100 ) . Construction Of 900Mm Dia R . C . C . Hume Pipe Culvert At Rd . 6/120 , 6/330 , 6/645 , 6/825 , 6/925 And 7/480
BOQ
| Name of Work: Construction of Kufri Nihon Khil Damela road in G.P. Kufri Km. 0/0 to 8/100 (Portion Nihon to Damela Km. 5/500 to 8/100) (Sub Head:- Construction of 900mm dia. R.C.C. Hume pipe culvert at R.D. 6/120, 6/330, 6/645, 6/825, 6/925 & 7/480) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in soil in hilly area all heights and depths, in all kind of soil including saturated soil comprising of pick, jumper, blasting work both in soft and hard rock with chiseling/wedging out of rock (where blasting is prohibited) and their intermediate classification of soil including, dewatering wherever required setting out to the required line grades, side slopes trimming bottom and level as shown on the drawings as directed by Engineer-in-Charge at site according to technical specifications clause 1603.1 & 1603.2 sorting out useful/ unuseful materials and stacking the same in all leads and lift and transportation of un-useful materials for filling in road ways, embankments for grades improvements and levelling to the required grade and then disposing of surplus excavated earth in acquired width of roads or on approved dumping sites through all modes of transportation including head load, animal load or mechanical means along with its levelling fine dressing and all labour, machineries, materials, tools equipments and safety measures and incidentals necessary to complete the work by all means ( if required). Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all respect including all leads and lift of materials or as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001113 | 49.9 | Per cubic metre |
| 2 | 2 | Earth work in excavation for structures in all depths as per drawing and technical specification for rural roads clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all lead and lift including dressing of sides and bottom and back filling in trenches with excavated Suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion damage to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation including rock excavation shall be carried out true to lines grades, side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner filling of unevenness blind age and finishing of the road to specified dimension or as directed by the Enginer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases. | BI01010001010000000000000515BI0100001114 | 315.06 | Per cubic metre |
| 3 | 3 | Providing and laying concrete Mechanically mixed and vibrated mix 1:6:12 (one cement: six sand: twelve graded, crushed stone aggregate 40mm (forty millimetre) nominal size for plain /reinforced concrete in open foundations and plinths or similar works complete as per drawings and technical specification clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001115 | 15.48 | Per cubic metre |
| 4 | 4 | Providing and laying concrete mechanically mixed and vibrated mix 1:5:10 (one cement: five sand: ten graded, crushed stone aggregate 40mm (forty millimetre) nominal size for plain /reinforced concrete in open foundations and plinths or similar works complete as per drawings and technical specification clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of material in all leads, lifts or as per the entire satisfaction and direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001116 | 53.1 | Per cubic metre |
| 5 | 5 | Providing and laying concrete mechanically mixed and vibrated mix 1:4:8 (one cement: four sand: eight graded, crushed stone aggregate 25mm (twenty five millimetre) nominal size for plain /reinforced concrete in open foundations and plinths or similar works complete as per drawings and technical specification clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of material in all leads, lifts or as per the entire satisfaction and direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001117 | 11.52 | Per cubic metre |
| 6 | 6 | Providing concrete for plain/reinforced concrete Grade-M-10 nominal mix 1:3:6 (one cement : three sand : twelve graded,crushed stone aggregate 20mm (twenty millimetre) nominal size) in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 curing complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001118 | 20.43 | Per cubic metre |
| 7 | 7 | Stone masonry in cement mortar for sub structure complete as per drawing and technical specification clauses 702,704,1202 & 1204 Coursed rubble masonry (2nd (second) sort) in cement mortar 1:4 (one cement : four sand) curing complete within all leads, lifts carriage of material and other incidentals complete in all respect as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001119 | 59.58 | Per cubic metre |
| 8 | 8 | Stone masonry in cement mortar for sub structure complete as per drawing and technical specification clauses 702,704,1202 & 1204 Coursed rubble masonry (2nd (second) sort) in cement mortar 1:6 (one cement : six sand) curing complete within all leads, lifts carriage of material and other incidentals complete in all respect as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001120 | 18.48 | Per cubic metre |
| 9 | 9 | Construction of dry rubble masonry for retaining walls, breast walls, revetment walls and parapets etc for sub structure and super structure complete as per Drawing and technical specifications clauses 704.6 & 1604 complete within all leads, lifts carriage of material and other incidentals complete in all respect as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001121 | 65.04 | Per cubic metre |
| 10 | 10 | Back filling behind abutment wing wall and return wall complete as per drawing and technical specifications clause 1206.3 with Granular material complete within all leads, lifts carriage of material and other incidentals complete in all respect as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001122 | 34.44 | Per cubic metre |
| 11 | 11 | Providing and laying reinforced cement concrete 900mm (Nine hundred millimetre) diameter pipe NP2 as per design for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement: two sand) but excluding excavations, protection works, back filling, concrete and masonry works in head walls and parapets as per drawings and technical specifications for Rural roads clause 1101 including carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001123 | 45 | Per running metre |
| 12 | 12 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification clause 1303. Rubble stone laid in cement mortar 1:3 (one cement : three sand) ( Excavation for preparation of bed and cement concrete bedding to be measured and paid for seperately) including curing complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001125 | 2.7 | Per cubic metre |
AI Tender Summary
Tender Timeline
Jul 06, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJul 18, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 20, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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