Tender For Construction of Link Road To Harijan Basti Pachdra From Kharapather Mandhole Road Km 0/00 To 0/800(Sh:- Construction of Retaining Wall At Rd 0/00 To 0/020.70, Unlined Drain Between Km 0/00 To 0/800 And providing and laying Kharanja Stone S
Tender Value
11.71 Lakhs
Estimated cost
Bid Submission
10 Nov 2026
6 days left
EMD
23450
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Shimla → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction of Link Road To Harijan Basti Pachdra From Kharapather Mandhole Road Km 0/00 To 0/800(Sh:- Construction of Retaining Wall At Rd 0/00 To 0/020.70, Unlined Drain Between Km 0/00 To 0/800 And providing and laying Kharanja Stone Soling At Various Slushy Reaches.
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a any lead and lift , dressing of sides and bottom and backfilling in trenches with excavated suitable material.useful material available from excavation to be properly stacked and handed over to the department free of cost as per HPPWD, specification of 1990 volume-I |
| 2 | Providing and Laying concrete 1:6:12 for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 and as per HPPWD, specification of 1990 volume-I |
| 3 | Stone Random Rubble Masonry work In cement mortar 1:6 (1 cement : 6 sand ) in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. |
| 4 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines graders levels and dimensions.excavated material to be used in embakment with a lift upto 3 m and lead of 50 m ( average lead 25 m) including all leads and lifts as per technical specification directed by the Engineer-In-Charge |
| 5 | Mantenance of earthen shoulder (filling with fresh slected soil) making up loss of material/irregularities on shoulders to the design level by adding fresh approved slected soil and compecting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification clause 1903 including all leads and lifts as per direction of Engineer-In-Charge |
| 6 | Excavation for Road way in soil using mannual means for carring of cut earth to embankments site with a lift 1.5 mtr and lead up to 50 mtras per technical specification clause 302.3. including carriage of materials with in all leads and lifts as per directions of Engineer in Charge. |
| 7 | Stone soling properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 150 mm spread thickness (finished work including materials and labour) including carriage of materials with in all leads and lifts as per directions of Engineer in Charge. |
| 8 | Removal of land slide in hillyarea in ordinary rock not requiring blasting by mechenical means i/c cutting and trimming of slops and disposal of cut material within lift upto 1.5m and lead upto 1000m as per HPPWD,technical specification 302.3.5 and 1611 including all leads and lifts as per HPPWD, specification of 1990 volume-I as directed by the Engineer-In-Charge |
| 9 | Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including all leads and lifts, as per HPPWD, specification of 1990 volume-I as directed by the Engineer-In-Charge |
| 10 | Backfilling behind abutment, wing wall and return wall with Granular materialcomplete as per drawings & technical specification Clause 1204.3.8 , as per HPPWD, specification of 1990 volume-I Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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