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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Finance | ₹2.5 L | L1 | Admitted-Finance |
| 2 | L2₹3.0 L+₹52,219 (21.2%)Admitted-Finance TUSHNABAD SOUTH ANDAMAN | ₹3.0 L+₹52,219 (21.2%) | L2 | Admitted-Finance |
| 3 | L3₹3.1 L+₹59,216.10 (24.0%)Admitted-Finance | ₹3.1 L+₹59,216.10 (24.0%) | L3 | Admitted-Finance |
| 4 | L4₹3.5 L+₹1.0 L (40.9%)Admitted-Finance | ₹3.5 L+₹1.0 L (40.9%) | L4 | Admitted-Finance |
| 5 | L5₹3.5 L+₹1.0 L (41.6%)Admitted-Finance GOVT CONTRACTOR TEYLERABAD SRI VIJAYA PURAM PIN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹3.5 L+₹1.0 L (41.6%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MINTU DEY L3 | M/s. A. S. ENTERPRISES L4 | AVIS CONSTRUCTION L2 | HARKUMAR ADHIKARI L5 | S H S CONSTRUCTION COOP SOCIETY LIMITED 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 | 7.8 | cum | 400 ₹3,120 | 400 ₹3,120 | 1,200 ₹9,360 | 700 ₹5,460 | 350 ₹2,730 Lowest |
| 2.00Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : | ||||||||
| 2.01 | 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) | 6.52 | cum | 9,500 ₹61,940 | 10,000 ₹65,200 | 9,800 ₹63,896 | 8,500 ₹55,420 | 7,500 ₹48,900 Lowest |
| 2.02 | 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). | 4.8 | cum | 11,500 ₹55,200 | 12,000 ₹57,600 | 10,500 ₹50,400 | 12,500 ₹60,000 | 8,500 ₹40,800 Lowest |
| 2.03 | 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) | 3.88 | cum | 10,500 ₹40,687.5 | 11,000 ₹42,625 | 10,000 ₹38,750 | 10,500 ₹40,687.5 | 8,000 ₹31,000 Lowest |
| 3.00Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | ||||||||
| 3.01 | 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) | 1.44 | cum | 12,500 ₹18,000 | 14,000 ₹20,160 | 10,800 ₹15,552 | 13,500 ₹19,440 | 9,500 ₹13,680 Lowest |
| 4.00Reinforced 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 : | ||||||||
| 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) | 2.4 | cum | 12,500 ₹30,000 | 14,000 ₹33,600 | 10,800 ₹25,920 | 13,500 ₹32,400 | 9,500 ₹22,800 Lowest |
Tender Value
₹3.8 L
EMD Value
₹7,544
Closing Date
3 Aug 2026, 3:00 pmClosed
Executive Engineer, PRI SAD-I
Executive Engineer (PRI) South Andaman Division-I No. J/4, Old Councilor Bungalow, Junglighat, Sri Vijaya Puram, South Andaman
Construction of 1 x 1 Box Culvert near Sunil Madhu house at Chouldari-02 under Gram Panchayat Chouldari.
2026_RDPRI_23913_1
EE/PRI/SAD-I/RR/26-27/76
Open Tender
Civil Works - Others
Works
90 days
Chouldari
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹7,544
7 Aug 2026
23 Jul 2026
3 Aug 2026
24 Jul 2026
3 Aug 2026
24 Jul 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 | 1 | cum | - | - |
| 2Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : | |||||
| 2.01 | 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 | - | - |
| 2.02 | 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 | - | - |
| 2.03 | 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) | - | cum | - | - |
| 3Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | |||||
| 3.01 | 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 | - | - |
| 4Reinforced 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 : | |||||
| 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 | - | - |
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