Tender For Construction Of bituminous C Us Road In Ccb In Existing Hospital Jhunjhunu
Tender Value
98.42 Lakhs
Estimated cost
Bid Submission
24 Aug 2026
1 days left
EMD
1.96 Lakhs
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jhunjhunu → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of bituminous C Us Road In Ccb In Existing Hospital Jhunjhunu
BOQ
| Sl. No. | Item Description |
| 1 | PART \\"A\\" CIVIL WORK |
| 2 | Excavation for Structures |
| 3 | Earth work in excavation for structures as per drawing and MoRTH specifications Clause304.1 including setting out,construction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50m,dressing of sides and bottom and backfilling intrenches with excavated suitable material.Ordinary soil Upto 3 m depth |
| 4 | granular Sub-base with Well Graded Material (Table 400-1) |
| 5 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversioncomplete.[MoRTH specification : Clause 401]. By mechanical means.For Grading-I Material |
| 6 | Wet Mix Macadam |
| 7 | Providing, laying, spreading and compacting graded stone aggregate to wet macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight toachieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH SpecificationClause 406 |
| 8 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 |
| 9 | Providing and applying tack coat with Bitumen VG-10 using bitumen pressure distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503 and IRC-16-2008 |
| 10 | Providing and laying dense graded bituminous macadam with100-120 TPH batch type HMP producing an average output of75 tones per hour using crushed aggregates of specifiedgrading, premixed with bituminous binder minimum @ 4.0 & 4.5 percent by weight of total 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 Specifications Clause 505 complete in all respects. Grading - II (26.50 mm (Nominal Size)) |
| 11 | 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 minimum @ 5.2 & 5.4 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 Specifications Clause 507 complete in all respectsfor Grading-II(13 mm nominal size) Bitumen (VG-30) |
| 12 | Providing and Laying of InterlockingM-30 grade Concrete Block Pavements having thickness 60mm as per drawings and as per IS 15658:2006.andall materials shall conformto MoRTH Specification Clause 602withM-30Grade0.30Mtr x0.30Mtr x0.15MtrEdge Blocks. |
| 13 | Category 'B' :Dentatedonly twoside like I,Z,Tshapeasper IRC:SP:63-2004 |
| 14 | Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, pointing & jointing withcement mortar 1:4 of size |
| 15 | 20 x 25 cm |
| 16 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering-All work upto plinth level. |
| 17 | M10 grade Nominal Mix1:3:6(1cement :3coarse sand:6graded stone aggregate |
| 18 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row |
| 19 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. |
| 20 | 300 mm dia Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayAug 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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