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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.8 LAdmitted-Finance | ₹18.8 L | L1 | Admitted-Finance |
| 2 | L2₹18.9 LAdmitted-Finance | ₹18.9 L | L2 | Admitted-Finance |
| 3 | L3₹19.3 LAdmitted-Finance GOVT CONTRACTOR STEWARTGUNJ SOUTH ANDAMAN PIN 744107 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744107 | ₹19.3 L | L3 | Admitted-Finance |
| 4 | 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 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | N H CONSTRUCTION L3 | A J ENTERPRISES L2 | VMK TRANSPORT AND BUILDERS 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 | 94.23 | cum | 350 ₹32,980.50 | 350 ₹32,980.50 | 300 ₹28,269 |
| 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 and for all lift. | 10.01 | cum | 280 ₹2,802.80 | 300 ₹3,003 | 250 ₹2,502.50 |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to 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) | 40.6 | cum | 8,500 ₹3.5 L | 9,800 ₹4.0 L | 8,800 ₹3.6 L |
| 3.02 | 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) | 33.7 | cum | 10,500 ₹3.5 L | 11,800 ₹4.0 L | 9,900 ₹3.3 L |
| 4.00Centering and shuttering including strutting, propping etc. and removal of form for: | ||||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete | 247.57 | sqm | 550 ₹1.4 L | 400 ₹99,028 | 400 ₹99,028 |
| 5.00Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. | ||||||
| 5.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1,658.76 | Kg | 140 ₹2.3 L | 105 ₹1.7 L | 130 ₹2.2 L |
Tender Value
₹18.9 L
EMD Value
₹37,893
Closing Date
28 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 with Drain from A.Ibrahim house to A.K. Khalid house at W. No. 09 under Gram Panchayat Wimberlygunj.
2026_RDPRI_22727_1
EE/PRI/SAD-I/RR/2026-27/06
Open Tender
Civil Works - Others
120 days
Wimberlygunj
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹37,893
4 May 2026
17 Apr 2026
28 Apr 2026
18 Apr 2026
28 Apr 2026
18 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 | - | - |
| 2 | 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 and for all lift. | 1 | cum | - | - |
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to 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 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 4Centering and shuttering including strutting, propping etc. and removal of form for: | |||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete | 1 | sqm | - | - |
| 5Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. | |||||
| 5.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1 | Kg | - | - |
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