- Home
- >
- Tender
- >
- Punjab Tender
- >
- Department of Public Works Department
- >
NTID 44285540
ProcXpert
Share Your purchase requirement, Our ProcXpert team will Connect you to right Supplier.
Inquiry Now
Need Expert Help with Tenders?
Whether it's GeM, eProcurement, or State Portals — our professionals assist you end-to-end with eligibility, documentation, and timely bid submission.
💬 Talk to Our Bidding ExpertUpgradation Strenthening And P in Gidderbaha - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Upgradation Strenthening And P" in Gidderbaha, India.
Public Works Department
Gidderbaha, Punjab, India
NTID 44285540
- Opening Date : Tue 17th March, 2026
- Closing Date : Mon 16th March, 2026
- ₹ 22345368.00
- NTID 44285540
Key Values: Document Cost: 20000.00 | EMD: 446907.00 | Estimated Cost: 22345368.00
Tender Description
Upgradation Strenthening And Pr Of Bharu Xing To Railway Xing Peori At Gidderbaha Mktodr 10 Total Length 2.20 Km Proposed Length 0.00 Km To 1.30 Km And 1.900 Km To 2.200 1.60 Kms Including Maintenance Of Road For 5 Years 1 Yr Dlp 4 Yr Maintenance Prd
Documents
Get Complete Tender Details Now - Download the Document!
Download Now – Only ₹200-
Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
446907.00 -
Document Cost
20000.00 -
Estimated Cost
22345368.00
BOQ Items Total Items : 22 | Total Qty : 21168677.99
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications | 42.08 | Cum |
| 2 | Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications | 552.37 | Sqm |
| 3 | Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications | 21780.00 | Sqm |
| 4 | Providing and laying dense graded bituminous macadam 50mm to75mm thick with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 505 of MORT&H specifications Notes :-I. The actual volume of the aggregate to be paid for shall be computed after deducting the specified percentage from the volume computed by stacks measurement as per MORT & H specifications (addendum to latest revision) for the purpose of secured advance. II. The final grading for the aggregates required for bitumenious macadam course Grading 2 for 75 mm / 50 mm thickness of each layer conforming to table 500-7 of M.O.R.T. & H specifications (addendum to latest rivision) shall be determined after getting the bitumenious macadam grading-2 designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60 % of material. The design mix so finally approved by shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set fourth in table 500-6 (addendum to latest revision). III. The mix shall exhibit the following details: a) Binder expressed as a percentage by weight of total mix. b) Coarse aggregate of 26.5 mm gauge expressed as percentage by weight of total mix. c) Crushed Bajri of 11.2 mm size expressed as percentage by weight of total mix. d) Fine aggregates 4.75 mm below expressed as percentage by weight of total mix. e) A single definite percentage passing each sieve for mixed aggregates. f) Density of Bitumensious macadam (75 mm/ 50mm thick after compaction) shall be minimum 2.2 gms/C.C & nothing extra shall be payable if higher density is achieved at site. IV) The Contractor thereafter, shall be required to complete the supply of various ingradients or Bituminous macadam as per proportions stipulated in the approved mix. V) Rate of B.M shall be quoted by the contractor with respect to binder content percentage by weight of mix being 3.4 % if Laboratory designs a mix with different percentage then the difference shall be payable / recoverable. | 816.75 | Cum |
| 5 | Providing and laying bituminous concrete 30mm to 45mm thick with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications i.) Apart from the confirmity with the grading and quantity requirement of invidual ingredients exhibited above the mix aggregate i.e. coarse and fine aggregate for bituminous concrete shall meet all requirements set forth clause 507 of MORT&H specifications. ii) The final grading for the aggregates required for bituminous concrete confirming to table 500.17 of MORT&H specifications shall be determined after getting the bituminous concrete designed from Punjab PWD, B&R Research Laboratory, Patiala after obtaining 60% of the material. The design mix so finally approved shall be termed as approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set forth in table 500-6 (addendum to latest revision). iii) The approved mix shall exhibit the following details, source and location of all material: - (a) Binder expressed as percentage by weight of total mix. (b) Course expressed as percentage by weight of total mix. (c) Crushed bajri expressed as percentage by weight of total mix. (d) Fine aggregate expressed as percentage by weight of total mix. (e) A single definite percentage passing each sieve for mixed aggregates. (f) Density of bituminous concrete after compaction will be not less than 2.35 gm/CC. | 435.60 | Cum |
You Are Free Trail User
PAY PER TENDER
Purchase Access To Download Selected Documents
₹ 200
Select this Plan SUBSCRIBE PLAN
For a one-time fee, you get unrestricted access to all documents and for a minimum of one year.
UNLIMITED
DOWNLOAD
Select this Plan
₹ 7000
Plan
Standard Plane
Day/Month
Standard Plane
Call Tender Expert
info@nationaltenders.In
Sales: +91 7383 93 4054