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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.0 LAccepted-AOC NEAR DISTRICT HOSPITAL KISHTWAR | ₹35.0 L | L1 | Accepted-AOC L1 Rates |
| 2 | L2₹35.3 L+₹30,233.70 (0.86%)Rejected-Finance 1073 214 MATTA ROAD HIDYAL KISHTWAR KISHTWAR JAMMU KASHMIR 182204 | KISHTWAR | JAMMU AND KASHMIR | 182204 | ₹35.3 L+₹30,233.70 (0.86%) | L2 | Rejected-Finance Not L1 |
| 3 | L3₹36.0 L+₹97,808.93 (2.79%)Rejected-Finance | ₹36.0 L+₹97,808.93 (2.79%) | L3 | Rejected-Finance Not L1 |
| 4 | L4₹36.7 L+₹1.7 L (4.85%)Rejected-Finance | ₹36.7 L+₹1.7 L (4.85%) | L4 | Rejected-Finance Not L1 |
| 5 | L5₹38.1 L+₹3.0 L (8.68%)Rejected-Finance | ₹38.1 L+₹3.0 L (8.68%) | L5 | Rejected-Finance Not L1 |
| Sl No | Description | Qty | Unit | YAWAR MUSTAFA CONSTRUCTIONS PVT LTD L12 | BILAL ASHRAF MINTOO L3 | BASK Infratech Private Limited L2 | ASIKNI DEVELOPERS PRIVATE LIMITED L8 | BHATPURA CONSTRUCTIONS PRIVATE LIMITED L10 | NEXECORE CONSTRUCTION PVT LTD L5 | jalal ud din L4 | M/S DASTGEER CONSTRUCTIONS PVT LTD L7 | EJLAL INFRASTRUCTURE OPC PRIVATE LIMITED L11 | GAFB INFRA PROJECTS PVT LTD L1 | SAG CONSTRUCTION PVT LTD L9 | MUSHTAQ AHMED RATHER L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.01 | Earth work in bulk excavation by mechanical means (hydraulic excavator) 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. All Kinds of Soil ( Lead upto 15 Km) | 4,931.29 | Cum | 380 ₹18,73,890.2 | 190 ₹9,36,945.1 | 150 ₹7,39,693.5 | 214 ₹10,55,296.06 | 250 ₹12,32,822.5 | 208 ₹10,25,708.32 | 200 ₹9,86,258 | 180 ₹8,87,632.2 | 170 ₹8,38,319.3 | 130 ₹6,41,067.7 Lowest | 250 ₹12,32,822.5 | 150 ₹7,39,693.5 |
| 1.02 | Earth work in bulk excavation by mechanical means (hydraulic excavator) 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. Ordinary Rock ( Lead upto 15 Km) | 273.96 | Cum | 400 ₹1,09,584 | 220 ₹60,271.2 | 250 ₹68,490 | 322 ₹88,215.12 | 260 ₹71,229.6 | 300 ₹82,188 | 250 ₹68,490 | 340 ₹93,146.4 | 350 ₹95,886 | 175 ₹47,943 Lowest | 250 ₹68,490 | 200 ₹54,792 |
| 1.03 | Earth work in bulk excavation by mechanical means(hydraulic
excavator) 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. Hard Rock (Blasting Prohibited) ( Lead upto 15 Km) | 273.96 | Cum | 800 ₹2,19,168 | 600 ₹1,64,376 | 300 ₹82,188 | 760 ₹2,08,209.6 | 300 ₹82,188 | 200 ₹54,792 Lowest | 300 ₹82,188 | 415 ₹1,13,693.4 | 4,130 ₹11,31,454.8 | 205 ₹56,161.8 | 250 ₹68,490 | 200 ₹54,792 Lowest |
| 1.04 | 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: stone aggregate 20 mm nominal size) 1:3:6. | 110.63 | Cum | 7,500 ₹8,29,725 | 4,000 ₹4,42,520 | 4,700 ₹5,19,961 | 4,390 ₹4,85,665.7 | 5,500 ₹6,08,465 | 4,550 ₹5,03,366.5 | 4,500 ₹4,97,835 | 3,800 ₹4,20,394 | 3,200 ₹3,54,016 Lowest | 4,300 ₹4,75,709 | 5,500 ₹6,08,465 | 6,000 ₹6,63,780 |
| 1.05 | Random Rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement: 6 coarse sand) Nallah. | 335.86 | Cum | 4,500 ₹15,11,370 | 2,700 ₹9,06,822 | 2,600 ₹8,73,236 | 4,150 ₹13,93,819 | 3,400 ₹11,41,924 | 2,250 ₹7,55,685 Lowest | 2,800 ₹9,40,408 | 3,300 ₹11,08,338 | 4,500 ₹15,11,370 | 3,150 ₹10,57,959 | 3,500 ₹11,75,510 | 3,490 ₹11,72,151.4 |
| 1.06 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. | 265.02 | Cum | 3,200 ₹8,48,064 | 1,700 ₹4,50,534 | 1,500 ₹3,97,530 | 1,490 ₹3,94,879.8 | 1,600 ₹4,24,032 | 1,700 ₹4,50,534 | 1,800 ₹4,77,036 | 2,000 ₹5,30,040 | 3,800 ₹10,07,076 | 1,550 ₹4,10,781 | 2,500 ₹6,62,550 | 1,350 ₹3,57,777 Lowest |
| 1.07 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. | 1,320.27 | Sqm | 60 ₹79,216.2 | 20 ₹26,405.4 Lowest | 20 ₹26,405.4 Lowest | 88 ₹1,16,183.76 | 80 ₹1,05,621.6 | 30 ₹39,608.1 | 40 ₹52,810.8 | 121 ₹1,59,752.67 | 150 ₹1,98,040.5 | 80 ₹1,05,621.6 | 30 ₹39,608.1 | 100 ₹1,32,027 |
| 1.08 | Supplying and stacking at site Graded crushed stone aggregate of size 90 mm to 45 mm | 172.96 | Cum | 1,520 ₹2,62,899.2 | 900 ₹1,55,664 | 800 ₹1,38,368 Lowest | 1,500 ₹2,59,440 | 850 ₹1,47,016 | 1,590 ₹2,75,006.4 | 1,000 ₹1,72,960 | 1,004.2 ₹1,73,686.43 | 1,100 ₹1,90,256 | 850 ₹1,47,016 | 1,500 ₹2,59,440 | 1,180 ₹2,04,092.8 |
| 1.09 | Supplying and stacking at site Graded crushed stone aggregate of size 63mm to 45mm. | 130.71 | Cum | 1,530 ₹1,99,986.3 | 900 ₹1,17,639 | 800 ₹1,04,568 Lowest | 1,500 ₹1,96,065 | 800 ₹1,04,568 Lowest | 1,590 ₹2,07,828.9 | 1,000 ₹1,30,710 | 1,004.2 ₹1,31,258.98 | 1,100 ₹1,43,781 | 850 ₹1,11,103.5 | 1,500 ₹1,96,065 | 1,180 ₹1,54,237.8 |
| 1.10 | Supplying and stacking at site Graded crushed stone aggregate of size 53mm to 22.4 mm. | 130.71 | Cum | 1,532 ₹2,00,247.72 | 900 ₹1,17,639 | 800 ₹1,04,568 Lowest | 1,500 ₹1,96,065 | 800 ₹1,04,568 Lowest | 1,590 ₹2,07,828.9 | 1,000 ₹1,30,710 | 1,004.2 ₹1,31,258.98 | 1,100 ₹1,43,781 | 900 ₹1,17,639 | 1,500 ₹1,96,065 | 1,180 ₹1,54,237.8 |
Tender Value
₹61.1 L
EMD Value
₹1.2 L
Closing Date
3 May 2025, 6:00 pmClosed
DGM(CnP)
Deputy General Manager (CnP), Pakal Dul HE Project, CVPP, Chenab Nagar-II, Kishtwar, JnK-182206
Widening of Road Bhandarkoot to Drangdooru-Dam Site of Pakal Dul HE Project (RD 2/300 to 2/650 KM), CVPPL, Kishtwar, JnK.
2025_CVPP_856527_1
CVPP/PDHEP/CnP/NIT-322/2025/ 383 Date- 12.04.2025
Open Tender
Civil Works - Roads
Works
120 days
PDHEP, CVPPL
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
PDHEP,CVPP Ltd
₹1.2 L
Yes
29 Sept 2025
12 Apr 2025
7 May 2025
12 Apr 2025
3 May 2025
12 Apr 2025
Amount
Earth work in bulk excavation by mechanical means (hydraulic excavator) 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. All Kinds of Soil ( Lead upto 15 Km)
Earth work in bulk excavation by mechanical means (hydraulic excavator) 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. Ordinary Rock ( Lead upto 15 Km)
Earth work in bulk excavation by mechanical means(hydraulic excavator) 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. Hard Rock (Blasting Prohibited) ( Lead upto 15 Km)
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: stone aggregate 20 mm nominal size) 1:3:6.
Random Rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement: 6 coarse sand) Nallah.
Dry random rubble masonry with hard stone in foundation and plinth: With bond stone.
Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.
Supplying and stacking at site Graded crushed stone aggregate of size 90 mm to 45 mm
Supplying and stacking at site Graded crushed stone aggregate of size 63mm to 45mm.
Supplying and stacking at site Graded crushed stone aggregate of size 53mm to 22.4 mm.
Supplying and stacking at site Graded crushed stone aggregate of size 13.2 mm nominal size (Type A)
Supplying and stacking at site Graded crushed stone aggregate of size 11.2 mm nominal size (Type B).
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
BASK Infratech Private Limited (BID ID -3209929)
BILAL ASHRAF MINTOO (BID ID -3209328)
jalal ud din (BID ID -3209938)
NEXECORE CONSTRUCTION PVT LTD (BID ID -3202155)
MUSHTAQ AHMED RATHER (BID ID -3209869)
M/S DASTGEER CONSTRUCTIONS PVT LTD (BID ID -3208796)
ASIKNI DEVELOPERS PRIVATE LIMITED (BID ID -3209971)
SAG CONSTRUCTION PVT LTD (BID ID -3209338)
BHATPURA CONSTRUCTIONS PRIVATE LIMITED (BID ID -3209741)
EJLAL INFRASTRUCTURE OPC PRIVATE LIMITED (BID ID -3207862)
YAWAR MUSTAFA CONSTRUCTIONS PVT LTD (BID ID -3204257)
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