Tender For Construction Of Kuffer Dadar To Koli Ka Bag Road Km. 0/00 To 7/365 (Sh P/L G-I, G- Ii From Km. 4/00 To 6/00, P/L Kharanja Stone Soling In Essential Patches From Km. 4/00 To 6/00 And C/O Hpc At Rd. 4/770). Under Scsp
Tender Value
26.72 Lakhs
Estimated cost
Bid Submission
21 Mar 2023
0 days left
EMD
53500
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
sangrah → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For construction of Kuffer Dadar To Koli Ka Bag Road Km. 0/00 To 7/365 (Sh P/L G-I, G- Ii From Km. 4/00 To 6/00, P/L Kharanja Stone Soling In Essential Patches From Km. 4/00 To 6/00 And C/O Hpc At Rd. 4/770). Under Scsp
BOQ
| Sl. No. | Item Description |
| 1 | Excatation in soil in hilly area in all depths using manual means as per drawing and technical specification ministry of Rural Development for rural roads August 2004 (Two thousands four) clause 305.1 (three hundred five point one) including setting out, coustruction of shoring and bracing, removal of stumps and other deleterious materials including dressing of sides and bottom and back filling in trenches with excavated suitable materials and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials by all modes of transportations in all leads and lifts at specified places in specified manner, systematically with level consideration to avoiding a diverse effects on environment, trimming filling of uneverness blind age and finishing of the road to specified dimension or as directed by the Engineer-in-charge. any loss to the public or private property during the course of excavation shall be the whole responsibility of the contractor which shall have to be duly compensated by him at his on cost in all cases including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. |
| 2 | Excavation in foundation,trenches etc. in earth work in all heights and depths in all kinds of soil, including saturated soil comprising of pick work,jumper work and blasting work both in soft and hard rock with chiselling and wedging out of rock (whereblastingis prohibited) and their intermediate classification of soil including dewatering where ever required,setting out to required lines,levels as shown on the drawings and as directed by the Engineer-in-Charge at site, according to the HPPWD specification of 1990-Volume-I, and shorting out useful and un-useful materials and stacking the same in all leads,lifts and transportations of the usefull materials for filling in roadways embankments for grades improvements and levelling to required grades and then disposing of surplus excavated earth in acquired width of road on or approved dumping sites through all modes of transpsportation including head load animal load or mechanical means alongwith its levelling fine dressing and all labour, mechnieries materials,tools,equipments and incidental necessary to complete the work by mechanized means and labouor(if any required).All useful materials such as stone single, aggregate and slates shall be sorted out and stacked along road side to the maximuim possible extends in all leads,lifts through all modes of transportation and all others incidental charges any loss to the public and private properities during the course of execution and disposal of serviceable and un-serviceable materials shall be the absolute responsibility of the contractors and shall have to be duly compensated by him in all respectincluding haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. |
| 3 | Providing and laying concrete for plain/reinforced concrete 1:4:8 (One Cement: four Sand : Eight graded stone aggregate forty milimetre nominal size) in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203. for parapets as per HP.PWD specification including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge |
| 4 | Providing and laying concrete for plain/reinforced conceretein open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203, 1:3:6 nominal mix(One Cement: Three sand: Six graded stone aggregate) as per HP.PWD specification including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge |
| 5 | Providing concrete for plain/reinforced concerete in sub structure as perdrawings and technical specification clause 802,803,1202 & 1203,PCC Grade M-15,PCC 1:2.5:5.(One Cement: two point Five sand: Fivegraded stone aggregate) upto allHeight. as per HP.PWD specification including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge |
| 6 | Providing and laying reinforced cement concrete pipe NP2 as per design in single row,culverts on first class bedding of granular material in signle row including fixing collar with cement mortar 1:3 but excluding excavation protection works back filling concrete andasonry works in head walls and parapets clause 1106 RCC pipe NP2 900mm dia as per design. |
| 7 | Providing and laying flooring laid over cement concrete beding complete as per drawing and technical specification clause-1303.Rubble stone laid in cement mortar 1:3 (One Cement : Three sand) as per HP.PWD specification including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge |
| 8 | Backfilling behind abutment ,wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 with granular material as per HP.PWD specification including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge |
| 9 | Providing weep holes in brick masonry/stone masonry plain/reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending throught the full width of the structure withslopes of1(V):20(H) towards drawing face completeas per drawing and technical specificationclause 614,709,1204.3.7 . as per HP.PWD specification including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge |
| 10 | Preparation of sub grade by dressing to combor (Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil completed as per HP.PWD specifications. |
| 11 | Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade completed as per HP.PWD specifications |
| 12 | Stone soling properly hand packed filling interstices with kharanja stone and consolidating with power road roller to the to the required gradeint and camber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD., specification 100mm spread thickness ( finished work including materials and labour). |
| 13 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80- 100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404.(By manual Means) |
| 14 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (By manual Means) |
AI Tender Summary
Tender Timeline
Mar 10, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedMar 21, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 21, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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