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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.7 LAdmitted-Finance | ₹68.7 L | L1 | Admitted-Finance |
| 2 | L2₹69.0 LAdmitted-Finance | ₹69.0 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Due to Original EMD not submitted at EE Office |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Rejected-Technical GOVT CONTRACTOR STEWARTGUNJ SOUTH ANDAMAN PIN 744107 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744107 | - | - | Rejected-Technical Due to Original EMD and Tender FEE not submitted at EE Office |
| Sl No | Description | Qty | Unit | V M YOUSUF L2 | NAWAZ CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00Earth 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 1.01 | All kinds of soil. | 112.83 | cum | 380 ₹42,875.40 | 450 ₹50,773.50 |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 102.49 | cum | 280 ₹28,697.20 | 300 ₹30,747 |
| 3.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 29.66 | cum | 7,500 ₹2.2 L | 5,000 ₹1.5 L |
| 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) | 48.48 | cum | 10,000 ₹4.8 L | 9,000 ₹4.4 L |
| 4.02 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 12.46 | cum | 10,500 ₹1.3 L | 9,500 ₹1.2 L |
| 5.00 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | 13.32 | sqm | 800 ₹10,656 | 650 ₹8,658 |
| 6.00Providing and fixing up to floor five level precast cement concrete hollow block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete. | |||||
| 6.01 | 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 34.52 | cum | 11,000 ₹3.8 L | 12,500 ₹4.3 L |
Tender Value
₹69.1 L
EMD Value
₹1.4 L
Closing Date
23 Feb 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
Construction of both side roof shed from Community Hall at Ward No. 09 under Shore Point Gram Panchayat.
2026_RDPRI_21871_1
EE/PRI/SAD-I/MG/25-2026/196
Open Tender
Civil Works - Buildings
300 days
Shore Point
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
Executive Engineer, GPPS
₹1.4 L
26 Feb 2026
11 Feb 2026
23 Feb 2026
12 Feb 2026
23 Feb 2026
12 Feb 2026
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