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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.8 CrAdmitted-Finance BAROO KARGIL LADAKH UT PIN 194105 | KARGIL | KARGIL | LADAKH UT | 194105 | L1 | Admitted-Finance | ||
| 2 | L2₹15.0 Cr+₹2.3 Cr (17.6%)Admitted-Finance KHANDAY PLANT NH 44 NIPORA DISTRICT ANANTNAG JAMMU KASHMIR UT INDIA 192102 PH NO 91 7006355099 | L2 | Admitted-Finance | ||
| 3 | L3₹15.5 Cr+₹2.7 Cr (21.4%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹16.1 Cr+₹3.3 Cr (26.1%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹16.9 Cr+₹4.2 Cr (32.8%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹21.4 Cr
EMD Value
₹42.9 L
Closing Date
5 Jul 2024, 4:00 pmClosed
EE PW(RnB) DIv kargil
EE PW(RnB) DIv kargil
Construction Of Link Road From Sapi Shakar To Tacha Via Tacha La.(Under CRIEF) length 13.00Km
2024_PWD_12992_2
e-Tender 11of PW(RnB) Div Kargil 2024-25
Open Tender
Civil Works - Roads
Percentage
540 days
Tacha Kargil
Please refer Tender documents.
6 documents required · 6 mandatory
₹20,000
EE PW(RnB) DIv kargil
₹42.9 L
CE PW(RnB) UT Ladakh
24 Jul 2024
11 Jun 2024
6 Jul 2024
11 Jun 2024
5 Jul 2024
24 Jun 2024
22 Jun 2024
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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. | |||||
| 1.01 | Hard/ Dence Soil 15% | 22,002.58 | Cum | 184.27 | ₹40,54,415.42 |
| 1.02 | Soft Rock 15% | 22,002.58 | Cum | 369.36 | ₹81,26,872.95 |
| 1.03 | Hard Rock 70% | 1,02,678.72 | Cum | 683.51 | ₹7,01,81,931.91 |
| 2 | Disposal of surplus earth for an average lead of 1.0/Km by MT | 22,002.58 | Cum | 197.61 | ₹43,47,929.83 |
| 3 | Prepartion of sub grade by excavating to asd avg. of 22.5cm depth dressing to camber and consolidation with Road roller incid. Making good the undalation etc. and disposal earth up 50 mtr. | - | sqm | 123.9 | - |
| 4Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: (Earthern Drain) | |||||
| 4.01 | All kind of Soil, 60% | 108 | cum | 386.95 | ₹41,790.6 |
| 4.02 | Ordinary rock 40% | 72 | cum | 858.54 | ₹61,814.88 |
| 5PROTECTION WORK | |||||
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