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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAdmitted-Finance | ₹4.4 L | L1 | Admitted-Finance |
| 2 | L2₹5.1 LAdmitted-Finance 132 MG ROAD GOAL GHAR PORT BLAIR PIN 744103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹5.1 L | L2 | Admitted-Finance |
| 3 | L3₹5.4 LAdmitted-Finance | ₹5.4 L | L3 | Admitted-Finance |
| 4 | L4₹6.3 LAdmitted-Finance GOVT CONTRACTOR TEYLERABAD SRI VIJAYA PURAM PIN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹6.3 L | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | CRESCENT CONSTRUCTION L2 | M/s. A. S. ENTERPRISES L3 | HARKUMAR ADHIKARI L4 | Mohammed Safiq, Govt Contractor, Mithakhari 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 | 25.3 | cum | 200 ₹5,060 | 300 ₹7,590 | 500 ₹12,650 | 180 ₹4,554 |
| 2.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to 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) | 18.25 | cum | 7,000 ₹1.3 L | 7,500 ₹1.4 L | 7,300 ₹1.3 L | 6,200 ₹1.1 L |
| 2.02 | 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) | 17.13 | cum | 8,000 ₹1.4 L | 8,500 ₹1.5 L | 8,500 ₹1.5 L | 6,800 ₹1.2 L |
| 2.03 | 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) | 14.4 | cum | 9,000 ₹1.3 L | 10,000 ₹1.4 L | 9,500 ₹1.4 L | 7,500 ₹1.1 L |
| 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) | 0.36 | cum | 9,500 ₹3,420 | 11,000 ₹3,960 | 10,000 ₹3,600 | 8,000 ₹2,880 |
| 4.00Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. | |||||||
| 4.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 60.52 | Kg | 100 ₹6,052 | 100 ₹6,052 | 145 ₹8,775.40 | 110 ₹6,657.20 |
Tender Value
₹7.2 L
EMD Value
₹14,352
Closing Date
30 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
Construction of CC Road from Aman Samsuddin house to A. Rama Rao house at Badmaspahad-2 under Gram Panchayat Chouldari.
2026_RDPRI_22790_1
EE/PRI/SAD-I/RR/2026-27/20
Open Tender
Civil Works - Others
90 days
Badmaspahad, Chouldari
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹14,352
5 May 2026
22 Apr 2026
30 Apr 2026
23 Apr 2026
30 Apr 2026
23 Apr 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 | - | - |
| 2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to 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) | - | cum | - | - |
| 2.02 | 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 | - | - |
| 2.03 | 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) | - | 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) | - | cum | - | - |
| 4Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. | |||||
| 4.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | Kg | - | - |
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