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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 LAdmitted-Finance | ₹14.0 L | L1 | Admitted-Finance |
| 2 | L2₹14.5 L+₹55,776.26 (4.00%)Admitted-Finance | ₹14.5 L+₹55,776.26 (4.00%) | L2 | Admitted-Finance |
| 3 | L3₹14.7 L+₹72,331.56 (5.18%)Admitted-Finance | ₹14.7 L+₹72,331.56 (5.18%) | L3 | Admitted-Finance |
| 4 | L4₹15.0 L+₹1.1 L (7.81%)Admitted-Finance | ₹15.0 L+₹1.1 L (7.81%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical 132 MG ROAD GOAL GHAR PORT BLAIR PIN 744103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | T ABDUL BASHEER L3 | E M A CONSTRUCTION L1 | H Abbas L4 | VMK TRANSPORT AND BUILDERS L2 |
|---|---|---|---|---|---|---|---|
| 1.00Felling 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. | |||||||
| 1.01 | Beyond 60 cm girth upto and including 120 cm girth | 1 | each | 15,000 ₹15,000 | 5,000 ₹5,000 Lowest | 10,000 ₹10,000 | 20,000 ₹20,000 |
| 1.02 | Beyond 30 cm girth upto and including 60 cm girth | 7 | each | 5,000 ₹35,000 | 1,000 ₹7,000 Lowest | 1,000 ₹7,000 Lowest | 8,000 ₹56,000 |
| 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, 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. | |||||||
| 2.01 | All kinds of soil. | 67.08 | cum | 150 ₹10,062 Lowest | 300 ₹20,124 | 450 ₹30,186 | 400 ₹26,832 |
| 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) | 31.91 | cum | 9,000 ₹2,87,217 | 8,800 ₹2,80,834.4 Lowest | 10,000 ₹3,19,130 | 9,000 ₹2,87,217 |
| 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) | 16.61 | cum | 12,000 ₹1,99,380 | 10,500 ₹1,74,457.5 Lowest | 11,500 ₹1,91,072.5 | 11,000 ₹1,82,765 |
| 3.03 | 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). | 40.72 | cum | 15,000 ₹6,10,860 | 13,000 ₹5,29,412 | 12,500 ₹5,09,050 Lowest | 12,500 ₹5,09,050 Lowest |
| 4.00Centering and shuttering including strutting, propping etc. and removal of form for | |||||||
Tender Value
₹14.1 L
EMD Value
₹28,193
Closing Date
17 Jul 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 main road to Bimal Biswas house at W. No. KP-01 under Gram Panchayat Kanyapuram.
2026_RDPRI_23627_1
EE/PRI/SAD-I/RR(CCA)/26-27/61
Open Tender
Civil Works - Others
Works
90 days
Kanyapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹28,193
22 Jul 2026
7 Jul 2026
17 Jul 2026
8 Jul 2026
17 Jul 2026
8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Felling 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. | |||||
| 1.01 | Beyond 60 cm girth upto and including 120 cm girth | - | each | - | - |
| 1.02 | Beyond 30 cm girth upto and including 60 cm girth | - | each | - | - |
| 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, 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. | |||||
| 2.01 | All kinds of soil. | 1 | cum | - | - |
| 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) | - | 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 | - | - |
| 3.03 | 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 | - | - |
| 4Centering and shuttering including strutting, propping etc. and removal of form for | |||||
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