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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.1 LAdmitted-Finance | ₹10.1 L | L1 | Admitted-Finance |
| 2 | L2₹10.4 L+₹22,012.80 (2.17%)Admitted-Finance | ₹10.4 L+₹22,012.80 (2.17%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | E M A CONSTRUCTION L2 | SHUVAM CONSTRUCTION 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. | 46.08 | cum | 550 ₹25,344 | 410 ₹18,892.8 Lowest |
| 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 m and lift upto 1.5 m. | 22.32 | cum | 250 ₹5,580 Lowest | 320 ₹7,142.4 |
| 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) | 4.8 | cum | 8,000 ₹38,400 Lowest | 9,000 ₹43,200 |
| 3.02 | 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) | 47.16 | cum | 10,000 ₹4,71,600 Lowest | 12,500 ₹5,89,500 |
| 4.00Centering and shuttering including strutting, propping etc. and removal of form for : | |||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete | 15.48 | sqm | 550 ₹8,514 | 300 ₹4,644 Lowest |
| 4.02 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 149.7 | sqm | 400 ₹59,880 Lowest | 400 ₹59,880 Lowest |
| 5.0012 mm cement plaster of mix : | |||||
Tender Value
₹10.0 L
EMD Value
₹20,050
Closing Date
14 Jul 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
Renovation of CC Drain and Construction of Protection Wall from Vikram house to main road via Virender and Malleshwari house at Wrightmyo-02 under Mannarghat Gram Panchayat. (Re-Tender)
2026_RDPRI_23599_1
EE/PRI/SAD-I/RR/26-27/64
Open Tender
Civil Works - Others
Works
120 days
Mannarghat
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹20,050
16 Jul 2026
4 Jul 2026
14 Jul 2026
5 Jul 2026
14 Jul 2026
5 Jul 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 | - | - |
| 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 m and lift upto 1.5 m. | |||||
| 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) | 1 | cum | - | - |
| 3.02 | 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) | 1 | cum | - | - |
| 4Centering and shuttering including strutting, propping etc. and removal of form for : | |||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete | - | sqm | - | - |
| 4.02 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 1 | sqm | - | - |
| 512 mm cement plaster of mix : | |||||
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