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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-Finance | ₹1.1 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹1.6 Cr+₹44.8 L (40.4%)Accepted-Finance | ₹1.6 Cr+₹44.8 L (40.4%) | L2 | Accepted-Finance L2 |
| 3 | L3₹1.7 Cr+₹56.8 L (51.2%)Accepted-Finance BERWAR KISHTWAR | KISHTWAR | JAMMU AND KASHMIR | 182132 | ₹1.7 Cr+₹56.8 L (51.2%) | L3 | Accepted-Finance L3 |
| 4 | L4₹2.2 Cr+₹1.0 Cr (94.3%)Accepted-Finance | ₹2.2 Cr+₹1.0 Cr (94.3%) | L4 | Accepted-Finance L4 |
| 5 | L5₹2.2 Cr+₹1.1 Cr (98.2%)Accepted-Finance ASHOK KUNJ OPPOSITE ROAD NO 3 ASHOK NAGAR RANCHI | RANCHI | JHARKHAND | 829205 | ₹2.2 Cr+₹1.1 Cr (98.2%) | L5 | Accepted-Finance L5 |
| Sl No | Description | Qty | Unit | SPICA PROJECTS AND INFRASTRUCTURES PVT LTD L5 | M/S HARISH GUPTA L2 | MA ENGINEERING CONSTRUCTION PVT LTD L4 | Uqaab Construction Pvt. Ltd. L1 | M/S Abdul Rashid Bhat and Sons L3 | /MS RAJESH KUMAR CONTRACTORS PRIVATE LIMITED L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00SH: 1. WMM & Bituminious Macadam & Bituminous Concrete. | |||||||||
| 1.10 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.. | 5,328.75 | sqm | 20 ₹1,06,575 | 6 ₹31,972.5 | 140 ₹7,46,025 | 5 ₹26,643.75 Lowest | 15 ₹79,931.25 | 40 ₹2,13,150 |
| 1.20 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 937.13 | cum | 1,800 ₹16,86,834 | 2,100 ₹19,67,973 | 1,000 ₹9,37,130 | 1,000 ₹9,37,130 | 900 ₹8,43,417 Lowest | 2,200 ₹20,61,686 |
| 1.30 | Providing and applying Primer Coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. | 6,247.5 | sqm | 48 ₹2,99,880 | 15 ₹93,712.5 | 40 ₹2,49,900 | 5 ₹31,237.5 Lowest | 20 ₹1,24,950 | 40 ₹2,49,900 |
| 1.40 | Providing and laying Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | 312.38 | cum | 8,000 ₹24,99,040 | 6,800 ₹21,24,184 | 8,400 ₹26,23,992 | 6,000 ₹18,74,280 Lowest | 8,000 ₹24,99,040 | 9,300 ₹29,05,134 |
| 1.50 | Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | 17,823.75 | Sqm | 16 ₹2,85,180 | 8 ₹1,42,590 | 50 ₹8,91,187.5 | 2 ₹35,647.5 Lowest | 10 ₹1,78,237.5 | 30 ₹5,34,712.5 |
| 1.60 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects | 463.05 | cum | 9,000 ₹41,67,450 | 9,200 ₹42,60,060 | 8,700 ₹40,28,535 | 8,000 ₹37,04,400 Lowest | 10,300 ₹47,69,415 | 12,000 ₹55,56,600 |
| 2.00SH: 2. Construction of Retaining Walls | |||||||||
| 2.10 | Earth work in bulk excavation by manual means 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.: 2.6.2 Ordinary Rock | 88 | Cum | 120 ₹10,560 | 100 ₹8,800 | 120 ₹10,560 | 80 ₹7,040 Lowest | 150 ₹13,200 | 350 ₹30,800 |
| 2.20 | 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: Clause: 4.4.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 51.3 | Cum | 4,500 ₹2,30,850 | 2,000 ₹1,02,600 | 4,000 ₹2,05,200 | 800 ₹41,040 Lowest | 3,200 ₹1,64,160 | 4,200 ₹2,15,460 |
Tender Value
₹2.8 Cr
EMD Value
₹2.8 L
Closing Date
27 Mar 2026, 5:00 pmClosed
ED (P), RO-Jammu
H No.261, Channi Himmat, RO-Jammu, NHIDCL
Restoration and Periodical repairs by way of clearance of landslides surfaceboulders including construction of Rwalls Bwalls and laying of WMM and Bituminous Carpeting on ChatrooSingpora link road from km 000 to 19600 in the JK
2026_NHIDC_900165_1
NHIDCL/ROJMU/CS/019.6/325/2026
Open Tender
Civil Works - Roads
Item Rate
270 days
Chatroo
Please refer tender documents
5 documents required · 5 mandatory
₹11,800
ED(P) RO-JAMMU
₹2.8 L
H No.261, Channi Himmat, RO-Jammu, NHIDCL
8 May 2026
25 Feb 2026
28 Mar 2026
25 Feb 2026
27 Mar 2026
10 Mar 2026
27 Feb 2026 - 6 Mar 2026
9 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SH: 1. WMM & Bituminious Macadam & Bituminous Concrete. | |||||
| 1.1 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.. | 5,328.75 | sqm | - | - |
| 1.2 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 937.13 | cum | - | - |
| 1.3 | Providing and applying Primer Coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. | 6,247.5 | sqm | - | - |
| 1.4 | Providing and laying Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | 312.38 | cum | - | - |
| 1.5 | Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | 17,823.75 | Sqm | - | - |
| 1.6 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects | 463.05 | cum | - | - |
| 2SH: 2. Construction of Retaining Walls | |||||
| 2.1 | Earth work in bulk excavation by manual means 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.: 2.6.2 Ordinary Rock | 88 | Cum | - | - |
| 2.2 | 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: Clause: 4.4.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 51.3 | Cum | - | - |
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