Tender For Restoration Of Rain Damages To Link Road From Kando Dugana To Shamah Pamta Km 0/00 To 5/870. (Sh:- Construction of V-Shape Drain, Interlocking Paver Blocks, Cd Work, providing and laying Sub Base, Base Course & Metalling Tarring From Km 0/
Tender Value
1.75 Crore
Estimated cost
Bid Submission
07 Oct 2026
6 days left
EMD
3.52 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sirmaur → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Restoration Of Rain Damages To Link Road From Kando Dugana To Shamah Pamta Km 0/00 To 5/870. (Sh:- Construction of V-Shape Drain, Interlocking Paver Blocks, Cd Work, providing and laying Sub Base, Base Course & Metalling Tarring From Km 0/00 To 1/100, 2/000 To 3/400, 4/000 To 5/870) Under Pdna.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation for structure as per drawing and technical specification clause 305.1 I/c setting out ,construction of shoring and bracing removal of stums and other deletarious materials and disposal upto a lead of 50 metre, dressing of sides and bottom and back filling in tranches with excavated suitable material. including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge. |
| 2 | Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clauses 802,803,1202 and 1203.PCC 1:4:8(One cement: Four Sand: Eight graded stone aggregate)40mm nominal size including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge. |
| 3 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge. 80 mm thick C.C. paver block of M-30 gradewith approved color design and pattern.including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge. |
| 4 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size)including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge. |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge. |
| 6 | Stone soling properly hand packed filling interstices with kharanja stone and consolidating with power road roller to the requested gradient and camber including spreading watering and rolling of binding materials moorum erth etc. complete as per technical specification 100 mm spread thickness ( finished work including materials and labour) including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge. |
| 7 | Providing concrete for plain/ reinforced concrete in sub structure complete as per drawing and technical specification clauses 802,804,805,806,807,1202 & 1204. P.C.C. M-15 grade (1:2.5:5) up 5 mtr height.including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge. |
| 8 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 in P.C.C. Grade M 10 ( nominal mix 1 : 3 : 6 )including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge. |
| 9 | Providing and Laying cement concrete wearing course M-30 grade in including reinforcement complete as per drawing and technical specification Clauses 802,& 1206.3.including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge. |
| 10 | Providing back filling with granular material behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8.including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge. |
| 11 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet the requirement of Table 300.2 with lead up to 1000 as per technical specification Clause 303.1including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge. |
| 12 | Construction of granular sub base by providing well graded matrial , spreading in uniform layers with tractor mount grader on prepared surface , mixing by mix in place method with ratovator at OMC, and compacting with three wheel 80-100 kn static roller to achieve the desired density, complete as per Technical Specification Clause 402.including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge. |
| 13 | Providing Laying,spreading and compacting stone aggregate of specific sizes to water bound macadam specifcation including spreading in uniform thickness, hand packing rolling with 3-wheeled static roller 8-10 tonnes in stages to proper grade and camber applying and brooming crushable screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per techical specification clause 405 . W B M Grade-II 63 mm to 45 mm size including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge. |
| 14 | Providing Laying,spreading and compacting stone aggregate of specific sizes to water bound macadam specifcation including spreading in uniform thickness, hand packing rolling with three wheeled 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable, screening to fill up the interstices of coarse aggregate, watering and compacting to the required density as per techical specification clause 405 . W B M Grade III 53 mm to 22.5 mm size ( By manual means)including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge. |
| 15 | Providing and laying bituminous Macadam with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 3.5 per cent of mix and filler, antistripping agent @ 0.1% of bituminous binder ( as per I.S. 14982/2017 clause 5.2 in accordance with I.S. 6241) & transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects, including all leads lifts and carriage of materials as per the direction of Engineer-In-Charge. |
| 16 | Providing and applying primer coat with Bitumen emulsion (SS-I) grade on the prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70-1.00 kg / sqm using mechanical means as per technical specification clause 502.including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge. |
| 17 | Providing and applying tack coat with bitumen emulsion ( RS-1) using emulsion distributor @ 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per Technical specification Clause 503 including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge. |
| 18 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.including carriage of material in all leads and lifts as per the direction of the Engineer- In- charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysOct 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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