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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.4 LAdmitted-Finance | ₹28.4 L | L1 | Admitted-Finance |
| 2 | L2₹34.1 L+₹5.6 L (19.8%)Admitted-Finance | ₹34.1 L+₹5.6 L (19.8%) | L2 | Admitted-Finance |
| 3 | L3₹38.0 L+₹9.6 L (33.6%)Admitted-Finance | ₹38.0 L+₹9.6 L (33.6%) | L3 | Admitted-Finance |
| 4 | L4₹38.3 L+₹9.9 L (34.7%)Admitted-Finance BAMBOOFLAT SOUTH ANDAMAN | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | ₹38.3 L+₹9.9 L (34.7%) | L4 | Admitted-Finance |
| 5 | L5₹43.0 L+₹14.6 L (51.2%)Admitted-Finance | ₹43.0 L+₹14.6 L (51.2%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SHRI BALAJI ENTERPRISES L3 | JYOTI CONSTRUCTION INCORPORATION L5 | SELVARAJ L4 | A Palswamy L1 | M Mohammed Aslam L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : | ||||||||
| 1.01 | All kinds of soil | 331.3 | cum | 450 ₹1,49,085 | 500 ₹1,65,650 | 400 ₹1,32,520 | 1 ₹331.3 Lowest | 480 ₹1,59,024 |
| 2.00 | Carriage of earth by Mechanical Transport including loading, unloading and stacking with lead of 1.00 Km. | 331.3 | cum | 600 ₹1,98,780 | 800 ₹2,65,040 | 1,200 ₹3,97,560 | 300 ₹99,390 Lowest | 600 ₹1,98,780 |
| 3.00 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | 1,164.8 | sqm | 210 ₹2,44,608 | 500 ₹5,82,400 | 150 ₹1,74,720 | 100 ₹1,16,480 | 60 ₹69,888 Lowest |
| 4.00Providing, Laying, Spreading and compacting stone aggregate of specified sizes to WBM specification in uniform thickness, hand picking,rolling with 3 wheeled road/vibratory roller 8 - 10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. | ||||||||
| 4.01 | Subbase with stone aggregate 90 mm to 45 mm including stone screening 13.2 mm size. | 116.48 | cum | 5,100 ₹5,94,048 | 2,500 ₹2,91,200 Lowest | 3,000 ₹3,49,440 | 4,500 ₹5,24,160 | 4,500 ₹5,24,160 |
| 4.02 | Subbase with stone aggregate 63 mm to 45 mm including stone screening 13.2 mm size. | 78.85 | cum | 5,100 ₹4,02,135 | 2,500 ₹1,97,125 Lowest | 3,000 ₹2,36,550 | 4,500 ₹3,54,825 | 4,600 ₹3,62,710 |
| 4.03 | Subbase with stone aggregate 53 mm to 22.4 mm including stone screening 11.2 mm size. | 70.34 | cum | 5,500 ₹3,86,870 | 2,500 ₹1,75,850 Lowest | 3,000 ₹2,11,020 | 4,500 ₹3,16,530 | 4,800 ₹3,37,632 |
| 5.00Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : | ||||||||
| 5.01 | On bituminous surface @ 0.50 Kg / sqm | 885 | sqm | 129 ₹1,14,165 | 180 ₹1,59,300 | 170 ₹1,50,450 | 165 ₹1,46,025 | 82 ₹72,570 Lowest |
Tender Value
₹34.8 L
EMD Value
₹69,646
Closing Date
6 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 Black Top Road from Village Road to Shambhunath Mondal house Sachin Pal house, Sanjay Biswas house at Bachrapahad Chouldari-05 under Gram Panchayat Chouldari.
2026_RDPRI_23101_1
EE/PRI/SAD-I/RR/2026-27/40
Open Tender
Civil Works - Roads
Works
365 days
Bachrapahad, Chouldari
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹69,646
10 Jul 2026
21 May 2026
6 Jul 2026
22 May 2026
6 Jul 2026
22 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : | |||||
| 1.01 | All kinds of soil | - | cum | - | - |
| 2Carriage of earth by Mechanical Transport including loading, unloading and stacking with lead of 1.00 Km. | |||||
| 3 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | 1 | sqm | - | - |
| 4Providing, Laying, Spreading and compacting stone aggregate of specified sizes to WBM specification in uniform thickness, hand picking,rolling with 3 wheeled road/vibratory roller 8 - 10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. | |||||
| 4.01 | Subbase with stone aggregate 90 mm to 45 mm including stone screening 13.2 mm size. | - | cum | - | - |
| 4.02 | Subbase with stone aggregate 63 mm to 45 mm including stone screening 13.2 mm size. | 1 | cum | - | - |
| 4.03 | Subbase with stone aggregate 53 mm to 22.4 mm including stone screening 11.2 mm size. | - | cum | - | - |
| 5Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : | |||||
| 5.01 | On bituminous surface @ 0.50 Kg / sqm | - | sqm | - | - |
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