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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.8 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹24.2 Cr+₹1.4 Cr (6.02%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹24.7 Cr+₹1.8 Cr (7.89%)Admitted-Finance 308 406 2ND FLOOR SANGARMAAL CITY CENTRE MA ROAD SRINAGAR | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190001 | L3 | Admitted-Finance | |
| 4 | L4₹25.3 Cr+₹2.5 Cr (10.9%)Admitted-Finance 4TH FLOOR CHINAR COMMERCIAL COMPLEX BUND RESIDENCY ROAD SRINAGAR 190001 KASHMIR | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190001 | L4 | Admitted-Finance | |
| 5 | L5₹29.3 Cr+₹6.5 Cr (28.4%)Admitted-Finance NATIONAL HIGHWAY BYE PASS CROSSING ATHWAJAN SRINAGAR 190101 KASHMIR | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190101 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | WANI INFRATECH PRIVATE LIMITED L3 | tarmac road and roof builders L4 | Hassan Road Construction Co Pvt Ltd L5 | M/S HAJI MOHAMMAD AFZAL KUCHAY AND SONS L1 | Ms Ghulam Nabi Magray L2 |
|---|---|---|---|---|---|---|---|---|
| 2.00 | Earth work in bulk excavation by mechanical means ( hydraulic excavator ) over areas (exceeding 30 cm in depth 1.5 mtr in width as well as 10 sqm on plan) including disposal of excavated earth lead upoto 50 mtrs and lift upto 1.5 mtr as directed by Engineer Incharge (All kinds of soil.) | 2,04,246.5 | cum | 120 ₹2,45,09,580 | 100 ₹2,04,24,650 Lowest | 186 ₹3,79,89,849 | 100 ₹2,04,24,650 Lowest | 100 ₹2,04,24,650 Lowest |
| 3.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked material. All kinds of soil. ( 1st lift) | 12,412.81 | cum | 10 ₹1,24,128.1 Lowest | 50 ₹6,20,640.5 | 102 ₹12,66,106.62 | 10 ₹1,24,128.1 Lowest | 10 ₹1,24,128.1 Lowest |
| 4.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked material. All kinds of soil. ( 2nd lift) | 10,173.12 | cum | 10 ₹1,01,731.2 Lowest | 100 ₹10,17,312 | 100 ₹10,17,312 | 10 ₹1,01,731.2 Lowest | 10 ₹1,01,731.2 Lowest |
| 5.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked material. All kinds of soil. ( 3rd lift) | 4,948.82 | cum | 10 ₹49,488.2 Lowest | 200 ₹9,89,764 | 100 ₹4,94,882 | 10 ₹49,488.2 Lowest | 10 ₹49,488.2 Lowest |
| 6.00 | Extra for in or under water and / or liquid mud, including pumping out water as required. | 15,015.69 | cum | 10 ₹1,50,156.9 Lowest | 100 ₹15,01,569 | 100 ₹15,01,569 | 10 ₹1,50,156.9 Lowest | 10 ₹1,50,156.9 Lowest |
| 7.00 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). Depth exceeding 1.5m but not exceeding 3 m | 1,800 | sqm | 20 ₹36,000 Lowest | 300 ₹5,40,000 | 400 ₹7,20,000 | 20 ₹36,000 Lowest | 20 ₹36,000 Lowest |
| 8.00 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). Depth exceeding 3 m but not exceeding 4.50 m | 12,728.52 | sqm | 30 ₹3,81,855.6 Lowest | 300 ₹38,18,556 | 400 ₹50,91,408 | 30 ₹3,81,855.6 Lowest | 30 ₹3,81,855.6 Lowest |
| 9.00 | Dumping stones excluding cost of stones in horizontal on level. | 5,327.49 | cum | 150 ₹7,99,123.5 | 100 ₹5,32,749 Lowest | 100 ₹5,32,749 Lowest | 130 ₹6,92,573.7 | 150 ₹7,99,123.5 |
| 10.00 | Supply of stones (Soling). ( Nallah) | 3,011.99 | cum | 650 ₹19,57,793.5 | 700 ₹21,08,393 | 700 ₹21,08,393 | 500 ₹15,05,995 Lowest | 650 ₹19,57,793.5 |
| 11.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 388.34 | cum | 4,000 ₹15,53,360 | 3,500 ₹13,59,190 | 4,500 ₹17,47,530 | 3,000 ₹11,65,020 Lowest | 4,000 ₹15,53,360 |
Tender Value
₹32.3 Cr
EMD Value
₹65 L
Closing Date
12 Sept 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer Flood Control Division Kakapora
Executive Engineer Flood Control Division Kakapora HQ.Marwal
Protection Work Using Stone Pitching with Launching Apron on River Jhelum on Right Side RD 20.06 21.74 23.0 23.62 29.20 29.50 44.00 45.10 45.50 46.00 KM and Left Side RD 24.00 24.40 25.404 26.00 29.00-29.50 29.50 30.50 31.00 31.50 35.20
2024_IFC_257963_1
E-NIT No.07 of 2024-25
Open Tender
Civil Works
Item Rate
540 days
Kakapora
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
Executive Engineer Flood Control Division Kakapora
₹65 L
11 Oct 2024
17 Aug 2024
14 Sept 2024
17 Aug 2024
12 Sept 2024
17 Aug 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2 | Earth work in bulk excavation by mechanical means ( hydraulic excavator ) over areas (exceeding 30 cm in depth 1.5 mtr in width as well as 10 sqm on plan) including disposal of excavated earth lead upoto 50 mtrs and lift upto 1.5 mtr as directed by Engineer Incharge (All kinds of soil.) | 2,04,246.5 | cum | 187.3 | ₹3,82,55,369.45 |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked material. All kinds of soil. ( 1st lift) | 12,412.81 | cum | 89.75 | ₹11,14,049.7 |
| 4 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked material. All kinds of soil. ( 2nd lift) | 10,173.12 | cum | 179.5 | ₹18,26,075.04 |
| 5 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked material. All kinds of soil. ( 3rd lift) | 4,948.82 | cum | 269.25 | ₹13,32,469.79 |
| 6 | Extra for in or under water and / or liquid mud, including pumping out water as required. | 15,015.69 | cum | 37.46 | ₹5,62,487.75 |
| 7 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). Depth exceeding 1.5m but not exceeding 3 m | 1,800 | sqm | 255.2 | ₹4,59,360 |
| 8 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). Depth exceeding 3 m but not exceeding 4.50 m | 12,728.52 | sqm | 281.3 | ₹35,80,532.68 |
| 9 | Dumping stones excluding cost of stones in horizontal on level. | 5,327.49 | cum | 237.9 | ₹12,67,409.87 |
| 10 | Supply of stones (Soling). ( Nallah) | 3,011.99 | cum | 700 | ₹21,08,393 |
| 11 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 388.34 | cum | 5,202.9 | ₹20,20,494.19 |
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