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NTID 44684787
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💬 Talk to Our Bidding ExpertNecessary Repair And Maintenan in Hanumangarh - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Necessary Repair And Maintenan" in Hanumangarh, India.
Public Works Department
Hanumangarh, Rajasthan, India
NTID 44684787
- Opening Date : Thu 2nd April, 2026
- Closing Date : Wed 1st April, 2026
- ₹ 1242000.00
- NTID 44684787
Key Values: Document Cost: 500.00 | EMD: 24840.00 | Estimated Cost: 1242000.00
Tender Description
Necessary Repair And Maintenance Work On Bt And Cc Road From Km 0/0 To 30/0 Of Talwara- Hanumangarh (sh-99) Road During Dlp Period At The Risk And Cost Of The Contractor
Documents
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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
24840.00 -
Document Cost
500.00 -
Estimated Cost
1242000.00
BOQ Items Total Items : 12 | Total Qty : 931.18
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000 m from road boundry as per MoRTH Specification : 201By Mechanical MeansIn area of light jungle | 2.19 | Hectare |
| 2 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately | 141.14 | Cum |
| 3 | Construction of un-reinforced, dowel jointed at every construction joint, plain cement concrete pavement over a prepared sub-base with 43 grade cement not less than 400 Kg per cum , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 37.5 mm to achieve gradation for PQC as per table 600-3, mixed in a batching and mixing plant as per approved mix design to achieve 28 days flexural strength of concrete more than 4.5 MPa (M-40 Grade), transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound/ Water for curing including spreading and removing of sand/ Gunny bags etc, finishing to lines and grades with textured finish as per drawing complete as per MoRTH specification clause 602 & IRC-15 & IRC-58. | 141.14 | Cum |
| 4 | Providing and applying tack coat with bitumen emulsion (RS-1) on the prepared surface including cleaning as per IS : 8887 & manufacturer s specifications @ 2.25 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503 & 112 | 336.93 | Sqm |
| 5 | Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-17 for wearing course including loading of aggregate with F.E loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and cement filler as per Cl. 505.2.4 with aggregates in hot mix plant 40-60 TPH Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clause 507.3.5) to the required level , grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 KN,TP=0.7 MPa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -507 & 112) with all leads Grading II (13.20 mm nominal size) - Bitumen @ minimum 5.40% of mix & compacted thickness 30 - 40 mm using bitumen grade VG-30 | 10.13 | Cum |
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