Tender For repair renovation Damage To Link Road Village Tandali Km 0/00 To 2/500 (Sh:- Construction of 900 Mm Dia Hume Pipe Culvert At Rd 1/180 Both Side W/Wall & Providing Kharanja Stone Soling At Rd 1/600-2/100, providing and Fixing Crash Barrier
Tender Value
36.69 Lakhs
Estimated cost
Bid Submission
14 Jul 2026
1 days left
EMD
73382
Bank guarantee accepted
Document Fee
2000
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 repair renovation Damage To Link Road Village Tandali Km 0/00 To 2/500 (Sh:- Construction of 900 Mm Dia Hume Pipe Culvert At Rd 1/180 Both Side W/Wall & Providing Kharanja Stone Soling At Rd 1/600-2/100, providing and Fixing Crash Barrier At Various Rd At 0/200-0/300,0/300-0/405,0/540-0/640,0/900-0/100) & Construction of Retaining Wall At Rd 0/400-0/410,)
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603. and as per HPPWD, specification of 1990 volume-I as directed by the Engineer in Charge |
| 2 | 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 lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.as directed by the Engineer-in-Change |
| 3 | Plain/reinforced cement concrete (1:6:12) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203.as directed by the Engineer-in-Change |
| 4 | Plain/reinforced cement concrete (1:4:8) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203.as directed by the Engineer-in-Change |
| 5 | Stone masonary in cement motar for sub structure completed as per drawing & Tech space as per clause 702,704,1202,1204 2nd sort in cement motare 1:4 |
| 6 | 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..including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge. |
| 7 | Construction of dry masonery in retaining wall, breast wall etc. as per HPPWD specification. |
| 8 | Providing and laying of back filling behind abutment wing wall and return walls with complete as per drawing & technical specification clause 1204.3.8 as directed by the Engineer-in-Change |
| 9 | Providing and laying rainforced cement concrete pipe NP2 for culverts on forst class bedding of granular material in single row icluding fixing collar with cement mortar 1:2 but excluding excavation protection works backing filling concrete and masonary works in head walls and parapets caluse 1106 .as directed by the Engineer-in-Change |
| 10 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification clause 1303 as directed by the Engineer-in-Change |
| 11 | 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 HPPWD specification. |
| 12 | Consolidation of sub grade with roller including making good the undulation etc.with earth or quarry soil etc. and rerolling the sub-grade completed as per HPPWD Specification. |
| 13 | Stone soling properly hand-packed filling interstices with spalls 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 HPPWD specification 230mm spread thickness(finished work including materials and ladour) |
| 14 | Cement concrete flooring 1:2:4 cement : 2 sand:4 graded stone aggregate 20 mm nominalsize)laid in one layer finished with a floating coat of neat Cement. |
| 15 | Providing and erecting W-metal beam crash barrier composing of 3mm thick corrugated sheet metal beam rail 70cm above road ground level fixed on ISMC series channel vertical post 150x150x5mm spaced 2.00 mtr centre to centre 1.80mtr height below ground / road level all sheet aparts and fitment to be galvanised by no dip processes as fitting to confirm it IS 1367 and IS 136. Metal beam rail to be fixed on vertical post with a space of channel settion 150x150x5mm long complete including all leads and lifts as per drawing as directed by Engineer-in-charge. |
| 16 | Supplying and Installation of delineators ( road way indicators,hazard markers,object marker) 80-100 cm high above ground level painting black and white in 15 cm wide strips, fitted with 80*100 mm rectanguklar or 75 mm dia circular reflectorised panels at the top,buried or pressed into the ground and conforming to ICR-79 and the drawing |
| 17 | Providing weephole in brick masonary /stone masonary ,plain/ rainforced concrate abutment wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slpoe of 1 (V):20(H) towards drawing face complete as per drawings and technical specification Clauses614,709,1204.3.7.as directed by the Engineer-in-Change Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayJul 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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