Tender For Macadimization Of Road Chani To Padey Pyt. Chani Under C&T 2026-27
Tender Value
32 Lakhs
Estimated cost
Bid Submission
03 Jul 2026
1 days left
EMD
64000
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Udhampur → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Macadimization Of Road Chani To Padey Pyt. Chani Under C&T 2026-27
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, esspits 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 dir ected, within a lead of 50 metres: All kind of soil @70% Ordinary rock @30% |
| 2 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe (laying by manual/mechanical means) |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m |
| 4 | Supplying and stacking at site 63 mm to 45mm |
| 5 | Supplying and stacking at site 53 mm to 22.4mm |
| 6 | Supplying and stacking at site stone screening of size 13.2 mm nominal size (Type A) |
| 7 | Supplying and stacking at site crusher dust |
| 8 | 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. |
| 9 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, 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 WBM surface @ 0.75 Kg/sqm. |
| 10 | 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-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity |
| 11 | Providing & laying 25 mm thick open graded premix carpet surfacing with hot mix plant & paver & finisher with 2.25 cum & 1.12 cum of stone chipping of 13.2 mm size & 11.2 mm size respectively & 52 kg, 56 kg of hot bitumen per cum of stone chipping respectively & consolidation with road roller of 6-9 tonne capacity including preparation of existing road surface |
| 12 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 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. |
| 13 | Berm filling by way of providing, laying, watering & compacting in layers not exceeding 200mm thick with 80-100KN roller, river bed material free of organic material mixed with coarse aggregate, round nallah shingle max agg. Size 75mm including carriage from source to site of work including of all leads & lifts complete. |
| 14 | Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work upto plinth level 1:4:8(1 cement : 3 coarse sand : 6 graded stone agg. 20 mm nominal size) crushed. |
| 15 | Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone agg. 20 mm nominal size) crushed. With 20% plum |
| 16 | Dry Random Rubble masonary with hard stone in foundation and plinth using Nallah stone with bond stone. |
| 17 | Dumping Stones including cost of stones in horizontal or level. |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 19 | Foundations, footings, bases of columns etc. for mass concrete |
| 20 | Carriage of material by MT |
| 21 | Carriage of Stone Agg. av. Below 40mm 25 KM by MT |
| 22 | Carriage of Stone Agg. av. above 40mm 25KM by MT |
| 23 | Carriage of sand av lead 25 km |
| 24 | Carriage of Stone av lead 10 km Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayJul 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 days