Construction Of Link Road From Sarahar To Khathaya Km 0 / 00 To 1 / 00 Under Mnp Sh Construction Of Breast Walls Cross-Drainage Works Kharanja Soling Unlined Drain And Pcc Parapets At Various Rds In Km 0 / 000 To 1 / 000
Tender Value
41.28 Lakhs
Estimated cost
Bid Submission
23 Sep 2022
0 days left
EMD
69500
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
nirmand → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Link Road From Sarahar To Khathaya Km 0 / 00 To 1 / 00 Under Mnp Sh Construction Of Breast Walls Cross-Drainage Works Kharanja Soling Unlined Drain And Pcc Parapets At Various Rds In Km 0 / 000 To 1 / 000
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in soil in Hilly area by all means in all kinds of soil such as pick work, jumper work, blasting work both in soft and hard rock with chiselling/wedging out rock (where blasting is prohibited) and other intermediate classification of soil including cutting and trimming of side slopes and disposal of unserviceable material by mechanical transport and stacking the serviceable/ useful material on road berms as per technical specification clause 1603.1,1603.2 or directed by the Engineer-in-charge. The work shall be executed in workmanlike manner and avoids any damages to the private/ Govt. property in the vicinity of work site, if damage access any 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 cases. |
| 2 | Earth work in excavation for structures as per drawing and technical specifications Clauses 305.1 & 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto any lead, dressing of sides and bottom and back filling in trenches with excavated suitable material in all kind of soil upto any depth in earth work such as pick work, jumper work, pick jumper work, pick jumper blasting work, blasting work in soft and hard rock conglomerate rock or saturated soil and their intermediate classification of soil including chiseling/ wedging out of rocks (where blasting is prohibited) and pumping or bailing watering /dewatering anddisposal of all surplusexcavated earth, up to all leads, lifts and through all modes of transportation, disposed earth to be levelled and neatly dressedincluding carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge. |
| 3 | Providing and Laying plain cement concrete 1:6:12 (one cement : six sand : twelve graded stone aggregate 40 mm (forty millimetre) nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including curing and carriage of materials in all leads and liftsas per direction of The Engineer-In-Charge complete. |
| 4 | Providing and Laying plain cement concrete 1:5:10 (one cement : six sand : twelve graded stone aggregate 40 mm (forty millimetre) nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including curing and carriage of materials in all leads and liftsas per direction of The Engineer-In-Charge complete. |
| 5 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1204. Random rubble masonry in cement mortar 1:6 (one cement : six sand) including curing and carriage of materials in all leads and liftsas per direction of The Engineer-In-Charge complete. |
| 6 | Construction of dry rubble masonry for retaining walls, breast walls, revetment walls and parapets etc for sub-structures and super structure completeas per drawing andtechnical specification clauses 704.6 & 1302.5 including carriage of materials in all leads and liftsas per direction of The Engineer-In-Charge complete. |
| 7 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1204. Random rubble masonry in cement mortar 1:5 (one cement : five sand) including curing and carriage of materials in all leads and liftsas per direction of The Engineer-In-Charge complete. |
| 8 | 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) including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge. |
| 9 | Providing and laying reinforced cement concrete pipe 900mm (Nine hundred millimetre) dia NP2 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 excavation, protection work, back filling, concrete and masonry work in head walls and parapets Clause 1108 including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge. |
| 10 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including carriage of materials in all leads and lifts as per direction of The Engineer-In-Charge complete. |
| 11 | Preparation of sub grade by dressing to camber (Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil) complete as per HP.PWD specification including hauling/ carriage of materials through all modes of transportation with in all leads and lifts of materials and other incidentals. |
| 12 | Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade complete as per HP.PWD specificationincluding carriage of materials with in all leads, lifts and other incidentals. |
| 13 | Stone soling properly hand packed filling interstices with Kharanja stone and consolidaing with power road roller to the required gradient and camber including spreading, watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge. |
| 14 | Construction of unlined surface drains of average cross sectional area 0.40 Sqm (zero point four zero square metre) in all kind of soil by all means to specified lines, grades, levels and dimensions. Excavated material to be used in embankment within any lift and lead as per Technical Specification Clause 307 including carriage of material within all leads, lifts and other incidentals complete or as per the entire satisfaction and direction of Engineer-in-Charge. |
| 15 | Providing and laying plain concrete in open foundations complete as per drawings and Technical specifications Clause 802,803,1202 & 1203 in PCC grade M15 nominal mix 1:2.5:5 (one cement: two and half sand: five graded crushed stone aggreagte 40mm nominal size) up to any height & depht including form work, curing and carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge. |
AI Tender Summary
Tender Timeline
Sep 15, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedSep 23, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 23, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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