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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAdmitted-Finance | ₹4.8 L | L1 | Admitted-Finance |
| 2 | L2₹5.2 LAdmitted-Finance TUSHNABAD SOUTH ANDAMAN | ₹5.2 L | L2 | Admitted-Finance |
| 3 | L3₹5.4 LAdmitted-Finance | ₹5.4 L | L3 | Admitted-Finance |
| 4 | L4₹5.9 LAdmitted-Finance COLLINPUR SOUTH ANDAMAN | ₹5.9 L | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RAKESH SAHA L4 | AVIS CONSTRUCTION L2 | VMK TRANSPORT AND BUILDERS L3 | S H S CONSTRUCTION COOP SOCIETY LIMITED L1 |
|---|---|---|---|---|---|---|---|
| 1.00Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift : | |||||||
| 1.01 | All kinds of soil. | 463.6 | cum | 250 ₹1.2 L | 150 ₹69,540 | 180 ₹83,448 | 200 ₹92,720 |
| 2.00Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||||
| 2.01 | All kinds of soil. | 11.26 | cum | 350 ₹3,941 | 500 ₹5,630 | 150 ₹1,689 | 100 ₹1,126 |
| 3.00Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. | |||||||
| 3.01 | Beyond 60 cm girth upto and including 120 cm girth | 2 | each | 15,000 ₹30,000 | 10,000 ₹20,000 | 5,000 ₹10,000 | 5,000 ₹10,000 |
| 4.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||||
| 4.01 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 17.44 | cum | 8,000 ₹1.4 L | 7,500 ₹1.3 L | 6,500 ₹1.1 L | 6,800 ₹1.2 L |
| 4.02 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 6.67 | cum | 10,000 ₹66,700 | 9,000 ₹60,030 | 11,500 ₹76,705 | 7,000 ₹46,690 |
| 4.03 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 13.34 | cum | 9,000 ₹1.2 L | 9,000 ₹1.2 L | 7,800 ₹1.0 L | 8,000 ₹1.1 L |
Tender Value
₹8.1 L
EMD Value
₹16,292
Closing Date
17 Apr 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer (PRI) South Andaman Division-I No. J/4, Old Councilor Bungalow, Junglighat, Sri Vijaya Puram, South Andaman
Improvement and Development of existing land of the proposed indoor Multipurpose Stadium at Muslim Basti near E. Patwarkhana including Renovation of the existing C C Footpath from the existing APWD main road Tushnabad to the Ashok house at Muslimbast
2026_RDPRI_22669_1
EE/PRI/SAD-I/GEN/2026-27/09
Open Tender
Civil Works - Others
90 days
Mithakhari
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹16,292
21 Apr 2026
10 Apr 2026
17 Apr 2026
11 Apr 2026
17 Apr 2026
11 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift : | |||||
| 1.01 | All kinds of soil. | - | cum | - | - |
| 2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 2.01 | All kinds of soil. | 1 | cum | - | - |
| 3Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. | |||||
| 3.01 | Beyond 60 cm girth upto and including 120 cm girth | - | each | - | - |
| 4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 4.01 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 4.02 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 4.03 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
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