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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.8 LAdmitted-Finance | ₹35.8 L | L1 | Admitted-Finance |
| 2 | L2₹41.2 L+₹5.4 L (15.1%)Admitted-Finance | ₹41.2 L+₹5.4 L (15.1%) | L2 | Admitted-Finance |
| 3 | L3₹42.6 L+₹6.8 L (19.0%)Admitted-Finance | ₹42.6 L+₹6.8 L (19.0%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SHRI BALAJI ENTERPRISES L1 | JYOTI CONSTRUCTION INCORPORATION L3 | Mantu Mondal L2 |
|---|---|---|---|---|---|---|
| 1.00 | 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 earthwith lead upto 50 metres. | 175.44 | sqm | 150 ₹26,316 Lowest | 600 ₹1,05,264 | 500 ₹87,720 |
| 2.00Providing, 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 . | ||||||
| 2.01 | Subbase with stone aggregate 90 mm to 45 mm including stone screening 13.2 mm size. | 17.2 | cum | 9,000 ₹1,54,800 Lowest | 12,000 ₹2,06,400 | 14,000 ₹2,40,800 |
| 2.02 | Subbase with stone aggregate 63 mm to 45 mm including stone screening 13.2 mm size. | 10.62 | cum | 9,000 ₹95,580 Lowest | 12,000 ₹1,27,440 | 16,000 ₹1,69,920 |
| 2.03 | Subbase with stone aggregate 53 mm to 22.4 mm including stone screening 11.2 mm size. | 83.29 | cum | 9,000 ₹7,49,610 Lowest | 12,000 ₹9,99,480 | 16,000 ₹13,32,640 |
| 3.00Providing 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 : | ||||||
| 3.01 | On W.B.M. @ 0.75 Kg / sqm | 1,075.1 | sqm | 200 ₹2,15,020 | 250 ₹2,68,775 | 190 ₹2,04,269 Lowest |
| 4.002 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). | ||||||
| 4.01 | With paving Asphalt grade VG - 30 with no solvent (Add shredded plastic @10% by weight of bitumen) | 1,075.1 | sqm | 650 ₹6,98,815 | 1,000 ₹10,75,100 | 500 ₹5,37,550 Lowest |
| 5.00 | Providing and laying seal coat of premixed fine aggregate (with River Sand) ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate (with River Sand) per 100 sqm of road surface, including rolling and finishing with road roller all complete. | 1,075.1 | sqm | 250 ₹2,68,775 | 250 ₹2,68,775 | 210 ₹2,25,771 Lowest |
Tender Value
₹38.1 L
EMD Value
₹76,199
Closing Date
13 Aug 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 main road to Shri. Jayanto Dhali land at V.K.Pur-01 under Panchayat Samiti Little Andaman. (Revised Estimate)
2026_RDPRI_24063_1
EE/PRI/SAD-I/RR/26-27/87
Open Tender
Civil Works - Roads
Works
90 days
V.K.Pur, Little Andaman
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹76,199
19 Aug 2026
3 Aug 2026
13 Aug 2026
4 Aug 2026
13 Aug 2026
4 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 earthwith lead upto 50 metres. | 1 | sqm | - | - |
| 2Providing, 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 . | |||||
| 2.01 | Subbase with stone aggregate 90 mm to 45 mm including stone screening 13.2 mm size. | 1 | cum | - | - |
| 2.02 | Subbase with stone aggregate 63 mm to 45 mm including stone screening 13.2 mm size. | 1 | cum | - | - |
| 2.03 | Subbase with stone aggregate 53 mm to 22.4 mm including stone screening 11.2 mm size. | - | cum | - | - |
| 3Providing 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 : | |||||
| 3.01 | On W.B.M. @ 0.75 Kg / sqm | 1 | sqm | - | - |
| 42 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). | |||||
| 4.01 | With paving Asphalt grade VG - 30 with no solvent (Add shredded plastic @10% by weight of bitumen) | 1 | sqm | - | - |
| 5 | Providing and laying seal coat of premixed fine aggregate (with River Sand) ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate (with River Sand) per 100 sqm of road surface, including rolling and finishing with road roller all complete. | 1 | sqm | - | - |
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