Tender For Construction Of Road From Bus Stand Ukhral To Rahoon Top Under Nabard Xxviii By Way Of Completion Of Balance Work
Tender Value
2.94 Crore
Estimated cost
Bid Submission
09 Nov 2026
6 days left
EMD
5.88 Lakhs
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ramban → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Road From Bus Stand Ukhral To Rahoon Top Under Nabard Xxviii By Way Of Completion Of Balance Work
BOQ
| Sl. No. | Item Description |
| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority : Superintending Engineer PWD (R&B) Cirlce Udhampur-Ramban. Name of Work: CONSTRUCTION OF ROAD FROM BUS STAND UKHRAL TO RAHOON TOP UNDER NABARD XXVIII BY WAY OF COMPLETION OF BALANCE WORK Advt Cost. Rs.294.49 lacs ( Construction Part= Rs.228.25 lacs+ Maintt. Part = Rs.66.24 lacs) Time of Completion = 12 Months Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # S.No. Item Description Item Code / Make Quantity Units Estimated Rate inRs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Rs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer in charge : All Kinds of Soil |
| 3 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer in charge : Ordinary Rock |
| 4 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer in charge : Hard Rock |
| 5 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All Kinds of Soil |
| 6 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 7 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand : 4 graded stone agg.)finished with a floating coat of neatcement including cement slurry, but excluding the cost nosing of steps etc complete.50 thick with 20 mm nominal size stone agg |
| 8 | Providing and laying cement concrete in retaining walls, return walls, walls (anythickness) including attached pilasters,columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor level, including curing butexcluding the cost of centering, shuttering and finishing with. 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 9 | Dry random rubble masonry with hard stone in foundation and plinth: without Bond Stone Nallah |
| 10 | Supply and stacking at Site Graded Crushed Stone aggregate of size 63 mm to 45 mm |
| 11 | Supply and stacking at Site Graded Crushed Stone aggregate of size 53 to 22.4mm |
| 12 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density |
| 13 | Supply and stacking at Site Stone Screening of size 11.20/13.20 mm nominal size (type A) |
| 14 | Supplying and stacking Good earth at Site |
| 15 | Supplying and stacking Crusher site |
| 16 | Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm. |
| 17 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 60-90 TPH capacity. |
| 18 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. including carriage & Bearm dressing |
| 19 | Providing and laying seal coat of premixed fine aggregate passing 2.36 mm and retained on 180 microns saiwe with Bitumen using 128 kg of Bitumen of grade VG 10 Bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. |
| 20 | Providing and fixing Citizen Information Board |
| 21 | Providing and fixing Road Sinages |
| 22 | Providing and fixing of Guide Stones |
| 23 | Carriage of Material by Mechnical transport including loading, unloading and stacking at site all complete:i) Sand for an avg lead of 70 Km |
| 24 | ii) Aggregate > 40 mm by avg. lead of 20 km |
| 25 | iii) Carriage of Mulba for an avg lead of 2 Km |
| 26 | Maintenance Part 1st Year |
| 27 | 2nd Year |
| 28 | 3rd Year |
| 29 | 4th Year |
| 30 | 5th Year Total in Figures 22825235.0 22825235.0 Two Crore Twenty Eight Lakh Twenty Five Thousand Two Hundred & Thirty Five Only Quoted Rate in Figures (Note:- Bidder has to quote rate for construction part only whereas, maintenance part amount is fixed which shall be added in the quoted amount of bidder for construction part during award of contract) Select 0.0 0.0 INR Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 09, 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 · 7 daysTender Documents
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