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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹2.5 L (1.40%)Admitted-Finance | ₹1.8 Cr+₹2.5 L (1.40%) | L2 | Admitted-Finance |
| 3 | L3₹1.8 Cr+₹7.2 L (4.08%)Admitted-Finance | ₹1.8 Cr+₹7.2 L (4.08%) | L3 | Admitted-Finance |
| 4 | L4₹1.9 Cr+₹9.5 L (5.36%)Admitted-Finance | ₹1.9 Cr+₹9.5 L (5.36%) | L4 | Admitted-Finance |
| 5 | L5₹1.9 Cr+₹10.5 L (5.92%)Admitted-Finance | ₹1.9 Cr+₹10.5 L (5.92%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Nisar Ahmed L11 | M/S ZARDEEP ENTERPRISES L9 | NUN KUN TRADER AND CONSTRUCTIONS L12 | M/s S. F. ENTERPRISES L6 | MERAKI CONSTRUCTIONS COMPANY L8 | MOHD TOHA L3 | M/S Mohd Sadiq L2 | M/S MOHD ISMAIL WAZIR L4 | M/S OOUN CONSTRUCTION COMPANY L13 | STAR STRUCTURAL CONSTRUCTIONS AND COMPANY L14 | M/S MOHMAD ALI L1 | M/S MOHD IBRAHIM L10 | m/s helbi construction L7 | MS Zakir Hussain L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of Retaining & breast wall for Towers in District Kargil. (at 22 No Location in 66 kV Tr. Line from Gramthang to Sankoo) | |||||||||||||||||
| 1.01 | Excavation of earthwork for foundation.
Hard Soil 35 %
Soft rock 65 % | 1,245.2 | CUM | 550 ₹6,84,860 | 200 ₹2,49,040 | 200 ₹2,49,040 | 390 ₹4,85,628 | 370 ₹4,60,724 | 150 ₹1,86,780 Lowest | 200 ₹2,49,040 | 555 ₹6,91,086 | 250 ₹3,11,300 | 450 ₹5,60,340 | 224 ₹2,78,924.8 | 250 ₹3,11,300 | - | 150 ₹1,86,780 Lowest |
| 1.02 | plinth level in 1:4:8 aggregate 40 mm nominal size (crushed stone) | 155.54 | CUM | 4,000 ₹6,22,160 | 4,500 ₹6,99,930 | 200 ₹31,108 Lowest | 250 ₹38,885 | 4,200 ₹6,53,268 | 6,800 ₹10,57,672 | 5,000 ₹7,77,700 | 2,700 ₹4,19,958 | 4,000 ₹6,22,160 | 4,500 ₹6,99,930 | 4,700 ₹7,31,038 | 4,800 ₹7,46,592 | 4,000 ₹6,22,160 | 3,700 ₹5,75,498 |
| 1.03 | Random rubble masonary with hard stone from quarry in foundation plinth(1:6) 12 grade stone aggregate 20 mm nominal size at plinth level | 3,113 | CUM | 4,400 ₹1,36,97,200 | 4,200 ₹1,30,74,600 | 5,000 ₹1,55,65,000 | 3,800 ₹1,18,29,400 Lowest | 4,500 ₹1,40,08,500 | 4,500 ₹1,40,08,500 | 4,100 ₹1,27,63,300 | 4,100 ₹1,27,63,300 | 5,000 ₹1,55,65,000 | 5,000 ₹1,55,65,000 | 4,800 ₹1,49,42,400 | 5,000 ₹1,55,65,000 | 4,600 ₹1,43,19,800 | 4,350 ₹1,35,41,550 |
| 1.04 | Providing and laying of damp proof course 50 mm thick with cement concrete 1:2:4 dtone aggregate 20 mm nominal size | 1,019.7 | SQM | 350 ₹3,56,895 | 700 ₹7,13,790 | 3,700 ₹37,72,890 | 4,300 ₹43,84,710 | 500 ₹5,09,850 | 340 ₹3,46,698 | 500 ₹5,09,850 | 371 ₹3,78,308.7 | 200 ₹2,03,940 | 500 ₹5,09,850 | 318.6 ₹3,24,876.42 | 350 ₹3,56,895 | 400 ₹4,07,880 | 100 ₹1,01,970 Lowest |
| 1.05 | Earth filling in plinth , sides of foundation etc. Out site wall | 3,063.06 | CUM | 380 ₹11,63,962.8 | 400 ₹12,25,224 | 120 ₹3,67,567.2 | 220 ₹6,73,873.2 | 200 ₹6,12,612 | 70 ₹2,14,414.2 Lowest | 200 ₹6,12,612 | 415 ₹12,71,169.9 | 100 ₹3,06,306 | 200.36 ₹6,13,714.7 | 88.5 ₹2,71,080.81 | 150 ₹4,59,459 | 150 ₹4,59,459 | 150 ₹4,59,459 |
| 1.06 | Carriage of material like stone& aggregate by mechanical transport average lead of 20 KM | 3,261.28 | CUM | 444 ₹14,48,008.32 | 400 ₹13,04,512 | 150 ₹4,89,192 Lowest | 220 ₹7,17,481.6 | 400 ₹13,04,512 | 330 ₹10,76,222.4 | 300 ₹9,78,384 | 215 ₹7,01,175.2 | 400 ₹13,04,512 | 450 ₹14,67,576 | 155 ₹5,05,498.4 | 300 ₹9,78,384 | 350 ₹11,41,448 | 500 ₹16,30,640 |
| 1.07 | Carriage of material like cement by mechanical transport average lead of 20 KM | 315.48 | MT | 700 ₹2,20,836 | 400 ₹1,26,192 | 200 ₹63,096 Lowest | 220 ₹69,405.6 | 400 ₹1,26,192 | 300 ₹94,644 | 300 ₹94,644 | 205 ₹64,673.4 | 700 ₹2,20,836 | 500 ₹1,57,740 | 410 ₹1,29,346.8 | 300 ₹94,644 | 250 ₹78,870 | 500 ₹1,57,740 |
| 1.08 | Carriage of material like stone& aggregate by head load from unloading site average lead 1.5 km | 3,261.28 | CUM | 500 ₹16,30,640 | 400 ₹13,04,512 | 200 ₹6,52,256 | 220 ₹7,17,481.6 | 400 ₹13,04,512 | 330 ₹10,76,222.4 | 200 ₹6,52,256 | 611 ₹19,92,642.08 | 400 ₹13,04,512 | 1,500 ₹48,91,920 | 118 ₹3,84,831.04 Lowest | 400 ₹13,04,512 | 550 ₹17,93,704 | 500 ₹16,30,640 |
| 1.09 | Carriage of material likecementby head load from unloading site average lead 1.5 km | 315.48 | MT | 550 ₹1,73,514 | 400 ₹1,26,192 | 200 ₹63,096 | 220 ₹69,405.6 | 400 ₹1,26,192 | 330 ₹1,04,108.4 | 200 ₹63,096 | 575 ₹1,81,401 | 500 ₹1,57,740 | 900 ₹2,83,932 | 115 ₹36,280.2 Lowest | 400 ₹1,26,192 | 700 ₹2,20,836 | 1,000 ₹3,15,480 |
Tender Value
Refer Docs
EMD Value
₹5.5 L
Closing Date
12 Jun 2026, 4:00 pmClosed
Executive Engineer STD Kargil
1st floor LPDD Complex, Megawatt Kurbathang, opp. 220/66 kV GIS PDCIL Bypass road
Construction of Retaining and breast wall for Towers in District Kargil
2026_PDNRE_19010_1
e-NIT No 03 of STD Kargil of 2026
Open Tender
Civil Works - Others
Works
550 days
kargil
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
Executive Engineer STD Kargil
₹5.5 L
3 Jul 2026
1 Jun 2026
13 Jun 2026
1 Jun 2026
12 Jun 2026
1 Jun 2026
1 Jun 2026 - 5 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Retaining & breast wall for Towers in District Kargil. (at 22 No Location in 66 kV Tr. Line from Gramthang to Sankoo) | |||||
| 1.01 | Excavation of earthwork for foundation.
Hard Soil 35 %
Soft rock 65 % | - | CUM | - | - |
| 1.02 | plinth level in 1:4:8 aggregate 40 mm nominal size (crushed stone) | 1 | CUM | - | - |
| 1.03 | Random rubble masonary with hard stone from quarry in foundation plinth(1:6) 12 grade stone aggregate 20 mm nominal size at plinth level | - | CUM | - | - |
| 1.04 | Providing and laying of damp proof course 50 mm thick with cement concrete 1:2:4 dtone aggregate 20 mm nominal size | - | SQM | - | - |
| 1.05 | Earth filling in plinth , sides of foundation etc. Out site wall | 1 | CUM | - | - |
| 1.06 | Carriage of material like stone& aggregate by mechanical transport average lead of 20 KM | - | CUM | - | - |
| 1.07 | Carriage of material like cement by mechanical transport average lead of 20 KM | - | MT | - | - |
| 1.08 | Carriage of material like stone& aggregate by head load from unloading site average lead 1.5 km | - | CUM | - | - |
| 1.09 | Carriage of material likecementby head load from unloading site average lead 1.5 km | - | MT | - | - |
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