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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAdmitted-Finance RANGAT MIDDLE ANDAMAN | NORTH AND MIDDLE ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744201 | ₹6.2 L | L1 | Admitted-Finance |
| 2 | L2₹6.5 L+₹33,053.80 (5.34%)Admitted-Finance BETAPUR | ₹6.5 L+₹33,053.80 (5.34%) | L2 | Admitted-Finance |
| 3 | L3₹6.6 L+₹45,069 (7.27%)Admitted-Finance | ₹6.6 L+₹45,069 (7.27%) | L3 | Admitted-Finance |
| 4 | L4₹6.7 L+₹50,188.40 (8.10%)Admitted-Finance | ₹6.7 L+₹50,188.40 (8.10%) | L4 | Admitted-Finance |
| 5 | L5₹6.8 L+₹62,077 (10.0%)Admitted-Finance | ₹6.8 L+₹62,077 (10.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | GYANA SHANMUGAM L1 | K THANKACHAN AND SONS L2 | RAMU BHOOMI L4 | KUNTAL SAMADDER L6 | C. KANDASAMY L7 | SELVAM RAJESH L3 | M/s AYUSH CONSTRUCTION L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 40.7 | cum | 400 ₹16,280 | 300 ₹12,210 | 310 ₹12,617 | 200 ₹8,140 Lowest | 200 ₹8,140 Lowest | 300 ₹12,210 | 500 ₹20,350 |
| 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 | 1:4:8 (1 Cement : 4 Pulverised sand (zone-III) derived from natura sources : 8 graded stone aggregate 40 mm nominal size derived from natura sources) | 4.04 | cum | 7,500 ₹30,300 Lowest | 9,000 ₹36,360 | 8,800 ₹35,552 | 8,500 ₹34,340 | 9,000 ₹36,360 | 9,000 ₹36,360 | 9,000 ₹36,360 |
| 2.02 | 1:2:4 (1 Cement : 2 Pulverised sand (zone-III) derived from natura sources : 4 graded stone aggregate 20 mm nominal size derived from natura sources) | 42.46 | cum | 10,000 ₹4,24,600 Lowest | 11,000 ₹4,67,060 | 11,000 ₹4,67,060 | 11,800 ₹5,01,028 | 10,000 ₹4,24,600 Lowest | 11,300 ₹4,79,798 | 11,000 ₹4,67,060 |
| 2.03 | 1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 20 mm nominal size derived from natura sources) | 3.52 | cum | 9,000 ₹31,680 Lowest | 9,800 ₹34,496 | 9,800 ₹34,496 | 9,400 ₹33,088 | 11,000 ₹38,720 | 10,000 ₹35,200 | 11,000 ₹38,720 |
| 3.00Centering and shuttering including strutting, propping etc. and removal of form for: | ||||||||||
| 3.01 | Foundations, footings, bases of columns, etc. for mass concrete | 21.68 | Sqm | 400 ₹8,672 | 300 ₹6,504 | 290 ₹6,287.2 | 450 ₹9,756 | 10,000 ₹2,16,800 | 200 ₹4,336 Lowest | 400 ₹8,672 |
| 3.02 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 128.1 | Sqm | 450 ₹57,645 | 380 ₹48,678 Lowest | 420 ₹53,802 | 550 ₹70,455 | 400 ₹51,240 | 400 ₹51,240 | 400 ₹51,240 |
| 4.0012 mm Cement Plaster of mix: | ||||||||||
Tender Value
₹8.5 L
EMD Value
₹17,090
Closing Date
19 May 2026, 3:00 pmClosed
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Construction of wing wall for existing culvert in front of Subash Baroi house at Dasarathpur-III under Gram Panchayat, Dasarathpur.
2026_RDPRI_22998_1
14/EE/PRI/NMA/MB/26-2027
Open Tender
Civil Works - Others
Works
90 days
Dasarathpur
Refer Tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹17,090
21 May 2026
12 May 2026
19 May 2026
12 May 2026
19 May 2026
12 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. | - | 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 | 1:4:8 (1 Cement : 4 Pulverised sand (zone-III) derived from natura sources : 8 graded stone aggregate 40 mm nominal size derived from natura sources) | - | cum | - | - |
| 2.02 | 1:2:4 (1 Cement : 2 Pulverised sand (zone-III) derived from natura sources : 4 graded stone aggregate 20 mm nominal size derived from natura sources) | - | cum | - | - |
| 2.03 | 1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 20 mm nominal size derived from natura sources) | - | cum | - | - |
| 3Centering and shuttering including strutting, propping etc. and removal of form for: | |||||
| 3.01 | Foundations, footings, bases of columns, etc. for mass concrete | 1 | Sqm | - | - |
| 3.02 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 1 | Sqm | - | - |
| 412 mm Cement Plaster of mix: | |||||
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