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NTID 46114302
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💬 Talk to Our Bidding ExpertCa No Cwe amb north-53 Of 2026 in Ambala - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Ca No Cwe amb north-53 Of 2026" in Ambala, India.
- Opening Date : Thu 27th August, 2026
- Closing Date : Tue 25th August, 2026
- ₹ 7300000.00
- NTID 46114302
Key Values: Document Cost: 1000.00 | EMD: 134500.00 | Estimated Cost: 7300000.00
Tender Description
Ca No Cwe/amb/north-53 Of 2026-27 Repair To Roads Berms Road Furniture And Connected Works In Sector A Area Of Age B/r-ii Under Ge(north) Ambala Cantt
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
134500.00 -
Document Cost
1000.00 -
Estimated Cost
7300000.00
BOQ Items Total Items : 12 | Total Qty : 5514
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Material and labour scarifying or picking gravelled, macadam or bituminous macadam surface in area n.exc 400 sqm/road cutting for drainage chamber, drainage pipe etc depth n.exc 50mm including removing the rubbish material not exc 500 mtr complete all as specified and directed. | 85 | TEN SQUARE METRE |
| 2 | Material and labour for preparation of unsurfaced macadam surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with air compressor to remove all loose dirt etc and applying evenly a tack coat of cationic bitumen emulsion SS1 confirming to IS:8887 at a rate of application of 7.5 Kg per 10 Sqm on WMM / WBM surfaces as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and as directed. | 85 | TEN SQUARE METRE |
| 3 | Material and labour for premixed, bituminous macadam using 4% binder content of paving bitumen of grade VG-30, by weight of total mix, confirming to Clause 504 of MORT&H specifications, mix prepared in batch type hot mix plant of 100-120 TPH capacity transported to site by tippers or trucks, laid over prepared surfaces using full width mechanical sensor paver with string sensor (consolidated thickness not exceeding 75 mm) rolled and compacted with 8 to 12 tonne power road roller to required gradient and camber including running expense of all plants and machines, including necassary hand packing and pinning to give an even surface and quality control tests as required as per MORT&H specifications and specified in tender documents complete all as specified and directed. Note: (i) The quoted rate shall deem to include for preparation of level sheets by contractor before laying DAC over BM as directed at site. (ii) A recovery @ Rs 54.00 per kg shall be made if the bitumen content in design mix is found on lower side but no adjustment shall be made if the bitumen content is found on higher side than specified. | 55 | CUBIC METRE |
| 4 | Material and labour for applying evenly a tack coat of cationic bitumen emulsion RS1 confirming to IS:8887 at a rate of application of 2.5 Kg per 10 Sqm on bituminous surfaces as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and as directed. | 1878 | TEN SQUARE METRE |
| 5 | Material and labour for Bituminious premix semi dense asphaltic concrete 30mm thick (consolidated thickness), pre-mixed, hot mix, with coarse aggregate of grading 2 as per MORT&H specification clause 507, in single layer using paving bitumen (grade VG-30) @ 5.5% by weight of the total mix as per design mix including supply and mixing of anti stripping agent, warm mix additives (quality,quantity and grade as per approved job mix formula), cleaning and preheating of the mineral aggregate, filler & bitumen to the specific temperature and thoroughly mixing with binder of specified bitumen content and other materials as specified as per mix design in batch type hot mix plant of capacity 100-120 TPH, carrying the hot mixed material by means of tippers, trucks or other approved arrangements, laying the hot premixed material over the prepared surfaces using full width mechanical sensor paver with string sensor rolled and compacted to required gradient and camberand compacted with 8 to12 tonne power vibratory road roller includding running expense of all plants and machines, including necassary hand packing and pinning to give an even surface complete all as specified and directed. Note- (i) Bituminous premix dense asphaltic concrete shall prepared in central computerised batch type hot mix plant. complete all as specified and as directed. (ii) Design mix shall be got done by the contractor at his own expenses from laboratory as decided by GE, before laying the DAC. (iii) A recovery @ Rs 54.00 per kg shall be made if the bitumen content in design mix is found on lower side but no adjustment shall be made if the bitumen content is found on higher side than specified. | 1878 | TEN SQUARE METRE |
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