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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.6 LAdmitted-Finance | ₹17.6 L | L1 | Admitted-Finance |
| 2 | L2₹17.9 LAdmitted-Finance | ₹17.9 L | L2 | Admitted-Finance |
| 3 | L3₹19.6 LAdmitted-Finance | ₹19.6 L | L3 | Admitted-Finance |
| 4 | L4₹19.7 LAdmitted-Finance GOVT CONTRACTOR INDRA NAGAR HUMPHRYGUNJ PORT BLAIR PIN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹19.7 L | L4 | Admitted-Finance |
| 5 | L5₹20.5 LAdmitted-Finance | ₹20.5 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | JYOTI CONSTRUCTION INCORPORATION L2 | PIRIYA TECHNOLOGIES L1 | Maachandi Enterprises L3 | SHUVAM CONSTRUCTION L5 | GUNA BUILDERS AND ENGINEERS L4 |
|---|---|---|---|---|---|---|---|---|
| 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. | 46.52 | cum | 300 ₹13,956 | 330 ₹15,351.60 | 290 ₹13,490.80 | 150 ₹6,978 | 250 ₹11,630 |
| 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. | 36.77 | cum | 250 ₹9,192.50 | 160 ₹5,883.20 | 150 ₹5,515.50 | 80 ₹2,941.60 | 150 ₹5,515.50 |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : | ||||||||
| 3.01 | 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) | 8.95 | cum | 7,800 ₹69,810 | 7,300 ₹65,335 | 7,990 ₹71,510.50 | 7,500 ₹67,125 | 7,800 ₹69,810 |
| 3.02 | 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) | 7.01 | cum | 9,000 ₹63,090 | 8,300 ₹58,183 | 8,990 ₹63,019.90 | 8,900 ₹62,389 | 8,900 ₹62,389 |
| 4.00Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : | ||||||||
| 4.01 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 14.37 | cum | 10,600 ₹1.5 L | 10,100 ₹1.5 L | 11,500 ₹1.7 L | 11,500 ₹1.7 L | 9,500 ₹1.4 L |
| 5.00Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : | ||||||||
| 5.01 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | 4.54 | cum | 11,000 ₹49,940 | 10,300 ₹46,762 | 11,900 ₹54,026 | 11,500 ₹52,210 | 9,800 ₹44,492 |
Tender Value
₹22.2 L
EMD Value
₹44,409
Closing Date
22 May 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 03 Nos. of Shop adjacent of Panchayat Shopping Complex Ward No. 01 at Humfrygunj under Gram Panchayat Humfrygunj. Sub Work- Extension of building for commercial purpose.
2026_RDPRI_23020_1
EE/PRI/SADI/GEN,RGPSA/26-27/39
Open Tender
Civil Works - Buildings
240 days
Humfrygunj
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹44,409
27 May 2026
13 May 2026
22 May 2026
14 May 2026
22 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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. | - | cum | - | - |
| 2Filling 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. | |||||
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : | |||||
| 3.01 | 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) | 1 | cum | - | - |
| 3.02 | 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) | 1 | cum | - | - |
| 4Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : | |||||
| 4.01 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 5Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : | |||||
| 5.01 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | - | cum | - | - |
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