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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAdmitted-Finance | ₹4.5 L | L1 | Admitted-Finance |
| 2 | L2₹4.7 LAdmitted-Finance | ₹4.7 L | L2 | Admitted-Finance |
| 3 | L3₹5.1 LAdmitted-Finance | ₹5.1 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | G K RAO AND SONS L2 | N R S COMPANY L3 | Rising Construction Co-Operative Society Ltd 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. | 4.71 | cum | 400 ₹1,884 | 900 ₹4,239 | 100 ₹471 |
| 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 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 31.21 | cum | 9,200 ₹2.9 L | 9,000 ₹2.8 L | 8,800 ₹2.7 L |
| 3.00Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : | ||||||
| 3.01 | 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) | 0.54 | cum | 14,000 ₹7,560 | 11,000 ₹5,940 | 9,100 ₹4,914 |
| 4.00Centering and shuttering including strutting, propping etc. and removal of form for | ||||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete | 58.07 | sqm | 400 ₹23,228 | 400 ₹23,228 | 150 ₹8,710.50 |
| 5.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | ||||||
| 5.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 44.45 | kg | 98 ₹4,356.10 | 180 ₹8,001 | 89 ₹3,956.05 |
Tender Value
₹5.4 L
EMD Value
₹10,703
Closing Date
20 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
Renovation of Footpath and Cover Slab existing drain from Ravi Sarkar house to Leela house at W. No. 08 under Bambooflat-II Gram Panchayat.
2026_RDPRI_22986_1
EE/PRI/SAD-I/RR(CCA)/26-27/33
Open Tender
Civil Works - Others
90 days
Bambooflat-II
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹10,703
25 May 2026
11 May 2026
20 May 2026
12 May 2026
20 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 centring and shuttering - All work upto 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) | 1 | cum | - | - |
| 3Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : | |||||
| 3.01 | 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 | - | - |
| 4Centering and shuttering including strutting, propping etc. and removal of form for | |||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete | - | sqm | - | - |
| 5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||||
| 5.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | kg | - | - |
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