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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAdmitted-Finance | ₹8.9 L | L1 | Admitted-Finance |
| 2 | L2₹11.0 L+₹2.2 L (24.3%)Admitted-Finance | ₹11.0 L+₹2.2 L (24.3%) | L2 | Admitted-Finance |
| 3 | L3₹11.5 L+₹2.7 L (30.4%)Admitted-Finance | ₹11.5 L+₹2.7 L (30.4%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SHRI BALAJI ENTERPRISES L2 | JYOTI CONSTRUCTION INCORPORATION L3 | K AKASH 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. | 31.91 | cum | 400 ₹12,764 | 500 ₹15,955 | 300 ₹9,573 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 40mm nominal size derived from natural sources) | 16.75 | cum | 15,000 ₹2,51,250 | 18,000 ₹3,01,500 | 14,000 ₹2,34,500 Lowest |
| 3.00 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | 30.12 | cum | 21,000 ₹6,32,520 | 22,000 ₹6,62,640 | 16,000 ₹4,81,920 Lowest |
| 4.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | ||||||
| 4.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 768.78 | kg | 160 ₹1,23,004.8 | 110 ₹84,565.8 Lowest | 150 ₹1,15,317 |
| 5.00Centring and shuttering including strutting, propping etc. and removal of form for : | ||||||
| 5.01 | Foundations, footings, bases of columns, etc. for mass concrete. | 62.52 | sqm | 700 ₹43,764 | 800 ₹50,016 | 300 ₹18,756 Lowest |
| 6.00 | 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 lift upto 1.5 m. | 9.04 | cum | 350 ₹3,164 | 350 ₹3,164 | 100 ₹904 Lowest |
Tender Value
₹9.0 L
EMD Value
₹17,996
Closing Date
30 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
Construction of CC Road with Chequers Tiles from Medical Road to Community Hall at Ward No. 08 at R.K.Pur under R.K.Pur Gram Panchayat.
2026_RDPRI_23835_1
EE/PRI/SAD-I/RR(NP)/26-27/68
Open Tender
Civil Works - Others
Works
90 days
R.K.Pur, Little Andaman
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹17,996
4 Aug 2026
17 Jul 2026
30 Jul 2026
18 Jul 2026
30 Jul 2026
18 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, 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 40mm nominal size derived from natural sources) | - | cum | - | - |
| 3Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | |||||
| 4Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||||
| 4.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1 | kg | - | - |
| 5Centring and shuttering including strutting, propping etc. and removal of form for : | |||||
| 5.01 | Foundations, footings, bases of columns, etc. for mass concrete. | - | sqm | - | - |
| 6 | 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 lift upto 1.5 m. | 1 | cum | - | - |
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