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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹96.1 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹1.1 Cr+₹15.7 L (16.4%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S M. R. D. CONSTRUCTION L1 | SHRI. UTTAM KUMAR SAHA L2 |
|---|---|---|---|---|---|
| 1.00Providing and applying tack coat using hot straight run bitumen ofgrade VG - 10, including heating the bitumen, spraying the bitumenwith mechanically operated spray unit fitted on bitumen boiler,cleaning and preparing the existing road surface as perspecifications : | |||||
| 1.01 | On bituminous surface @ 0.50 Kg / sqm | 6,180 | sqm | 55 ₹3,39,900 Lowest | 80 ₹4,94,400 |
| 2.00Providing and laying Bitumen Penetration Macadam with hard stoneaggregate of quality, size and grading as specified, with bitumen ofsuitable penetration grade, including required key aggregate asspecified, spreading coarse aggregate with the help of self propelled/tipper tail mounted aggregate spreader and applying bitumen by apressure distributor and then spreading key aggregate with the helpof aggregate spreader complete, including consolidation with roadroller of minimum 8 to 10 tonne capacity to achieve specified valuesof compaction and surface accuracy : | |||||
| 2.01 | For 50mm compacted thickness using coarse aggregateof size 50-20 mm graded @ 0.60 cum per 10 sqm keyaggregate of size 12.5 mm graded @ 0.15 cum per 10sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10sqm. | 6,180 | sqm | 780 ₹48,20,400 Lowest | 950 ₹58,71,000 |
| 2.02 | For 75 mm compacted thickness in two layers using stoneaggregate of size 63-41 mm graded @ 0.90 cum per 10sqm key aggregate of size 20.0 mm graded @ 0.18 cumper 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm. | 603 | sqm | 1,100 ₹6,63,300 Lowest | 1,150 ₹6,93,450 |
| 3.00 | Providing and laying seal coat of premixed fine aggregate ( passing2.36 mm and retained on 180 micron sieve) with bitumen using 128kg of bitumen of grade VG - 10 bitumen per cum of fine aggregateand 0.60 cum of fine aggregate per 100 sqm of road surface, includingrolling and finishing with road roller all complete. | 6,180 | sqm | 150 ₹9,27,000 Lowest | 150 ₹9,27,000 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 4.16kgs & 4.48kgs of shredded plastic 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 heated and then mixed with no solvent | 6,180 | sqm | 330 ₹20,39,400 Lowest | 380 ₹23,48,400 |
| 5.00 | Profile correction of the existing road surface by cutting the undulated raised portions to required depth and creating a proper geometrical shape & making good the surface for proper laying & binding of the WBM including disposal of the cut-out waste materials within a lead of 50mtr all complete as per directed by the Engineer-in-charge. | 603 | sqm | 150 ₹90,450 Lowest | 200 ₹1,20,600 |
| 6.00Total of A(Sum of total amount) | |||||
Tender Value
₹1.0 Cr
EMD Value
₹2.1 L
Closing Date
20 Mar 2023, 3:00 pmClosed
Executive Engineer
Executive Engineer, CD, APWD, Diglipur
Improvement of Rural road from Hathilevel to Jol Tikrey under SD-II CD APWD, Diglipur
2023_APWD_9516_1
NIT No. 31/SE/CC-I/2022-23
Open Tender
Civil Works - Roads
Works
365 days
Hathilevel to Jol Tikrey, Diglipur
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹2.1 L
Yes
SE, CC-I, Port Blair
20 Mar 2023
27 Feb 2023
20 Mar 2023
27 Feb 2023
20 Mar 2023
9 Mar 2023
27 Feb 2023 - 9 Mar 2023
6 Mar 2023
Amount
Providing and applying tack coat using hot straight run bitumen ofgrade VG - 10, including heating the bitumen, spraying the bitumenwith mechanically operated spray unit fitted on bitumen boiler,cleaning and preparing the existing road surface as perspecifications :
On bituminous surface @ 0.50 Kg / sqm
Providing and laying Bitumen Penetration Macadam with hard stoneaggregate of quality, size and grading as specified, with bitumen ofsuitable penetration grade, including required key aggregate asspecified, spreading coarse aggregate with the help of self propelled/tipper tail mounted aggregate spreader and applying bitumen by apressure distributor and then spreading key aggregate with the helpof aggregate spreader complete, including consolidation with roadroller of minimum 8 to 10 tonne capacity to achieve specified valuesof compaction and surface accuracy :
For 50mm compacted thickness using coarse aggregateof size 50-20 mm graded @ 0.60 cum per 10 sqm keyaggregate of size 12.5 mm graded @ 0.15 cum per 10sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10sqm.
For 75 mm compacted thickness in two layers using stoneaggregate of size 63-41 mm graded @ 0.90 cum per 10sqm key aggregate of size 20.0 mm graded @ 0.18 cumper 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm.
Providing and laying seal coat of premixed fine aggregate ( passing2.36 mm and retained on 180 micron sieve) with bitumen using 128kg of bitumen of grade VG - 10 bitumen per cum of fine aggregateand 0.60 cum of fine aggregate per 100 sqm of road surface, includingrolling and finishing with road roller all complete.
2 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 4.16kgs & 4.48kgs of shredded plastic 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).
With paving Asphalt grade VG - 30 heated and then mixed with no solvent
Profile correction of the existing road surface by cutting the undulated raised portions to required depth and creating a proper geometrical shape & making good the surface for proper laying & binding of the WBM including disposal of the cut-out waste materials within a lead of 50mtr all complete as per directed by the Engineer-in-charge.
Total of A(Sum of total amount)
Routine Maintenance after completion of construction works (Lump-Sum Amount for each year) Please check Sheet1 for Details
1st Year 0.25%
2nd Year 1.00%
3rd Year 1.50%
4th Year 2.00%
5th Year 2.75%
Total of B(Sum of total maintanance amount from sheet1)
Total A+B
SHRI. UTTAM KUMAR SAHA
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