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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAdmitted-Finance | ₹8.9 L | L1 | Admitted-Finance |
| 2 | L2₹9.9 LAdmitted-Finance | ₹9.9 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s V M K CONSTRUCTION L1 | N R S COMPANY L2 |
|---|---|---|---|---|---|
| 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 | 3.38 | cum | 250 ₹845 | 900 ₹3,042 |
| 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 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 4.94 | cum | 7,800 ₹38,532 | 10,000 ₹49,400 |
| 2.02 | 1:2:4 (1 Cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size). | 45.96 | cum | 8,800 ₹4.0 L | 10,500 ₹4.8 L |
| 3.00Centering and shuttering including strutting, propping etc. and removal of form for: | |||||
| 3.01 | Foundations, footings, bases of columns, etc. for mass concrete | 107.28 | sqm | 250 ₹26,820 | 150 ₹16,092 |
| 4.00Providing 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 : | |||||
| 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) | 1.5 | cum | 9,800 ₹14,700 | 12,000 ₹18,000 |
| 5.00Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. | |||||
Tender Value
₹10.6 L
EMD Value
₹21,247
Closing Date
15 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
Repair and Maintenance of 05 Nos. CC Footpath at North Bay W.No.1,2 and 3 under Hope Town Gram Panchayat. 1.Repair and Maintenance of C.C.Footpath from main road to newly set-apart land of Gram Panchayat Hope Town near Chunna Batta school.
2026_RDPRI_22931_1
EE/PRI/SAD-I/RR/26-27/13
Open Tender
Civil Works - Others
120 days
Hope Town
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹21,247
18 May 2026
6 May 2026
15 May 2026
7 May 2026
15 May 2026
7 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 | 1 | 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 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 2.02 | 1:2:4 (1 Cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size). | - | cum | - | - |
| 3Centering and shuttering including strutting, propping etc. and removal of form for: | |||||
| 3.01 | Foundations, footings, bases of columns, etc. for mass concrete | - | sqm | - | - |
| 4Providing 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 : | |||||
| 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) | - | cum | - | - |
| 5Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. | |||||
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