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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAdmitted-Finance | ₹11.4 L | L1 | Admitted-Finance |
| 2 | L2₹11.5 L+₹17,561.30 (1.55%)Admitted-Finance BAMBOOFLAT SOUTH ANDAMAN | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | ₹11.5 L+₹17,561.30 (1.55%) | L2 | Admitted-Finance |
| 3 | L3₹11.8 L+₹48,021.30 (4.23%)Admitted-Finance | ₹11.8 L+₹48,021.30 (4.23%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Shri V R Subramani L1 | SELVARAJ L2 | SARASWATHI CONSTRUCTIONS L3 |
|---|---|---|---|---|---|---|
| 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, for all lift, 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. | 51.54 | cum | 300 ₹15,462 Lowest | 300 ₹15,462 Lowest | 500 ₹25,770 |
| 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. | 13.55 | cum | 150 ₹2,032.5 Lowest | 200 ₹2,710 | 500 ₹6,775 |
| 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) | 11.98 | cum | 9,000 ₹1,07,820 | 8,500 ₹1,01,830 Lowest | 10,700 ₹1,28,186 |
| 3.02 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 12 | cum | 10,100 ₹1,21,200 | 8,500 ₹1,02,000 Lowest | 10,700 ₹1,28,400 |
| 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) | 8.64 | cum | 11,500 ₹99,360 | 9,500 ₹82,080 Lowest | 10,700 ₹92,448 |
| 4.00Centring and shuttering including strutting, propping etc. and removal of form for : | ||||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete. | 225.94 | sqm | 380 ₹85,857.2 | 350 ₹79,079 Lowest | 400 ₹90,376 |
| 5.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | ||||||
Tender Value
₹12.4 L
EMD Value
₹24,774
Closing Date
29 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
Construction of CC Road with Drain Cover Slab from K. Sanyasiamma house to K.Krishna Rao house under Wimberlygunj Gram Panchayat.
2026_RDPRI_23103_1
EE/PRI/SAD-I/RR/2026-27/47
Open Tender
Civil Works - Others
Works
120 days
Wimberlygunj
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹24,774
4 Jun 2026
21 May 2026
29 May 2026
22 May 2026
29 May 2026
22 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, for all lift, 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 | - | - |
| 2Filling 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. | |||||
| 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 20 mm nominal size derived from natural sources) | - | 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) | - | cum | - | - |
| 4Centring 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. | |||||
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