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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.8 Cr+₹19.2 L (7.45%)Admitted-Finance | ₹2.8 Cr+₹19.2 L (7.45%) | L2 | Admitted-Finance |
| 3 | L3₹3.0 Cr+₹38.1 L (14.8%)Admitted-Finance | ₹3.0 Cr+₹38.1 L (14.8%) | L3 | Admitted-Finance |
| 4 | L4₹3.3 Cr+₹74.3 L (28.9%)Admitted-Finance BACK SIDE OF HOTEL MSM DAIRY FARM PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹3.3 Cr+₹74.3 L (28.9%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SHRI. UTTAM KUMAR SAHA L3 | M/S M. R. D. CONSTRUCTION L2 | PTR MATHI VANAM L1 | MSM Techno Projects L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 320 | cum | 480 ₹1,53,600 | 490 ₹1,56,800 | 5 ₹1,600 Lowest | 1,200 ₹3,84,000 |
| 2.00Providing 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 : | |||||||
| 2.01 | On bituminous surface @ 0.50 Kg / sqm | 18,600 | Sqm | 75 ₹13,95,000 | 53.5 ₹9,95,100 Lowest | 70 ₹13,02,000 | 105 ₹19,53,000 |
| 3.00Providing 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 : | |||||||
| 3.01 | 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. | 19,357.2 | Sqm | 900 ₹1,74,21,480 | 784 ₹1,51,76,044.8 | 730 ₹1,41,30,756 Lowest | 950 ₹1,83,89,340 |
| 4.00 | 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. | 18,600 | Sqm | 130 ₹24,18,000 Lowest | 147 ₹27,34,200 | 135 ₹25,11,000 | 180 ₹33,48,000 |
| 5.002 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 47.84kg and 51.84 kg of hot bitumen per cum 4.16 kgs & 4.48 kgs 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). | |||||||
| 5.01 | With paving Asphalt grade VG-30 headed and then mixed with no solvent. | 18,600 | Sqm | 320 ₹59,52,000 | 343 ₹63,79,800 | 300 ₹55,80,000 Lowest | 370 ₹68,82,000 |
| 6.00Total of A(Sum of total amount) | |||||||
| 7.00Routine Maintenance after completion of construction works (Lump-Sum Amount for each year) Please check Sheet1 for Details | |||||||
Tender Value
₹3.2 Cr
EMD Value
₹6.3 L
Closing Date
21 Jul 2023, 3:00 pmClosed
Executive Engineer
Executive Engineer, CD, APWD, Diglipur
Improvement of State Highway from 12Km to 18.20 Km at RamNagar under SD-III CD APWD, Diglipur
2023_APWD_10765_1
NIT No. 38/SE/CC-I/2022-23
Open Tender
Civil Works - Roads
Works
180 days
Ramnagar, Diglipur
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹6.3 L
Chamber of SE, CC-I, APWD, Port Blair
21 Jul 2023
30 Jun 2023
21 Jul 2023
30 Jun 2023
21 Jul 2023
10 Jul 2023
30 Jun 2023 - 10 Jul 2023
6 Jul 2023
Amount
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
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.
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 47.84kg and 51.84 kg of hot bitumen per cum 4.16 kgs & 4.48 kgs 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 headed and then mixed with no solvent.
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
For 1st Year
For 2nd Year
For 3rd Year
For 4th Year
For 5th Year
Total of B(Sum of total maintanance amount from sheet1)
Total A+B
M/S M. R. D. CONSTRUCTION
SHRI. UTTAM KUMAR SAHA
MSM Techno Projects
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