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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAdmitted-Finance | ₹6.7 L | L1 | Admitted-Finance |
| 2 | L2₹7.7 L+₹96,999.38 (14.4%)Admitted-Finance | ₹7.7 L+₹96,999.38 (14.4%) | L2 | Admitted-Finance |
| 3 | L3₹8.0 L+₹1.3 L (18.7%)Admitted-Finance | ₹8.0 L+₹1.3 L (18.7%) | L3 | Admitted-Finance |
| 4 | L4₹8.4 L+₹1.6 L (24.0%)Admitted-Finance BAMBOOFLAT SOUTH ANDAMAN | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | ₹8.4 L+₹1.6 L (24.0%) | L4 | Admitted-Finance |
| 5 | L5₹9.3 L+₹2.6 L (38.7%)Admitted-Finance | ₹9.3 L+₹2.6 L (38.7%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SELVARAJ L4 | ANAS L5 | E M A CONSTRUCTION L3 | M Mohammed Aslam L2 | SARASWATHI CONSTRUCTIONS L6 | 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, 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. | 46.56 | cum | 250 ₹11,640.75 | 350 ₹16,297.05 | 300 ₹13,968.9 | 350 ₹16,297.05 | 500 ₹23,281.5 | 200 ₹9,312.6 Lowest |
| 2.00Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto 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) | 14.26 | cum | 8,000 ₹1,14,056 | 7,000 ₹99,799 Lowest | 8,500 ₹1,21,184.5 | 8,000 ₹1,14,056 | 9,000 ₹1,28,313 | 7,000 ₹99,799 Lowest |
| 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) | 23.14 | cum | 9,500 ₹2,19,830 | 8,500 ₹1,96,690 | 9,700 ₹2,24,458 | 8,500 ₹1,96,690 | 9,800 ₹2,26,772 | 7,500 ₹1,73,550 Lowest |
| 3.00 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | 23.36 | cum | 10,500 ₹2,45,238 | 11,500 ₹2,68,594 | 11,000 ₹2,56,916 | 9,500 ₹2,21,882 | 10,999 ₹2,56,892.64 | 8,500 ₹1,98,526 Lowest |
| 4.00Centring and shuttering including strutting, propping etc. and removal of form for : | |||||||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete. | 87.91 | sqm | 200 ₹17,582 | 250 ₹21,977.5 | 150 ₹13,186.5 Lowest | 300 ₹26,373 | 350 ₹30,768.5 | 200 ₹17,582 |
| 4.02 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 54.81 | sqm | 200 ₹10,962 | 350 ₹19,183.5 | 150 ₹8,221.5 Lowest | 300 ₹16,443 | 380 ₹20,827.8 | 220 ₹12,058.2 |
| 5.00 | Extra for making chequers of approved pattern on cement concrete floors, steps, landings, pavements etc. | 194.64 | sqm | 50 ₹9,732 | 550 ₹1,07,052 | 15 ₹2,919.6 Lowest | 15 ₹2,919.6 Lowest | 80 ₹15,571.2 | 30 ₹5,839.2 |
Tender Value
₹10.5 L
EMD Value
₹20,998
Closing Date
8 Jun 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
Conversion of CC Footpath to CC Road with necessary protection wall for T. Alvi house to Razak house at Mannarghat-05 under Mannarghat Gram Panchayat.
2026_RDPRI_23191_1
EE/PRI/SAD-I/RR/2026-27/50
Open Tender
Civil Works - Others
Works
180 days
Mannarghat
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹20,998
10 Jun 2026
30 May 2026
8 Jun 2026
31 May 2026
8 Jun 2026
31 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. | - | cum | - | - |
| 2Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto 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) | 1 | 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) | - | cum | - | - |
| 3Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | |||||
| 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 | - | - |
| 4.02 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - |
| 5 | Extra for making chequers of approved pattern on cement concrete floors, steps, landings, pavements etc. | 1 | sqm | - | - |
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