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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance MILAN NAGAR DIBRUGARH ASSAM PIN 786003 | DIBRUGARH | ASSAM | 786003 | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹20.3 L (17.7%)Admitted-Finance | ₹1.3 Cr+₹20.3 L (17.7%) | L2 | Admitted-Finance |
| 3 | L3₹1.9 Cr+₹77.4 L (67.5%)Admitted-Finance | ₹1.9 Cr+₹77.4 L (67.5%) | L3 | Admitted-Finance |
| 4 | L4₹2.5 Cr+₹1.4 Cr (117.7%)Admitted-Finance | ₹2.5 Cr+₹1.4 Cr (117.7%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical KHALIHAMARI HOUSE NO NIL CITY TOWN DIBRUGARH P O KADOMONI P S DIBRUGARH DIST DIBRUGARH PIN 786001 ASSAM | DIBRUGARH | ASSAM | 786001 | - | - | Rejected-Technical As per tender conditions |
| Sl No | Description | Qty | Unit | KUSHAL KONWAR L1 | MAA KALYANI CONCRETE LLP L2 | BHRIGU NATH SHAH L4 | M N Enterprise L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying upto a depth of 75 mm manually/mechanical means metalled (water-bound) road surface including disposal of rubbish at all lift and lead and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. | 3,000 | M² | 15 ₹45,000 Lowest | 20 ₹60,000 | 15 ₹45,000 Lowest | 27.55 ₹82,650 |
| 2.00 | Scarifying the existing bituminous road surface upto a depth of 50mm and disposal of rubbish to all lead and lift (by mechanical means). | 25,000 | M² | 4 ₹1,00,000 Lowest | 5 ₹1,25,000 | 21 ₹5,25,000 | 5.85 ₹1,46,250 |
| 3.00 | Surface dressing one coat on old surface with bitumen emulsion of specified grade (minimum 50% bitumen content)at the rate of 1.22 kg/sqm of surface area with 1.10 cum of stone chippings 11.2mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, etc. complete to required camber and levels for laying of wearing course. | 15,650 | M² | 56 ₹8,76,400 | 81 ₹12,67,650 | 26 ₹4,06,900 Lowest | 95 ₹14,86,750 |
| 4.00 | Providing and applying tack coat on bituminous surface @0.25 kg/sqm with medium setting bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom complete as directed. | 60,000 | M² | 6 ₹3,60,000 Lowest | 8 ₹4,80,000 | 39 ₹23,40,000 | 36.6 ₹21,96,000 |
| 5.00 | Providing and laying Semi Dense Bituminous Concrete (SDBC) using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.
25 mm compacted thickness with bitumen of grade VG-
30 @ 5% (percentage by weight of total mix) and lime
filler @ 2% (percentage by weight of Aggregate) prepared
in Hot Mix Plant of 60-90 TPH capacity.
(Including Royalties, cost of test etc as laid down in SCC) | 28,000 | M² | 168 ₹47,04,000 Lowest | 168 ₹47,04,000 Lowest | 298 ₹83,44,000 | 201 ₹56,28,000 |
| 6.00 | Providing and laying seal coat of premixed fine aggregate ( 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 per 100 sqm of road surface, including
rolling and finishing with road roller all complete.
(Including Royalties, cost of test etc as laid down in SCC) | 30,000 | M² | 51 ₹15,30,000 Lowest | 55 ₹16,50,000 | 105 ₹31,50,000 | 95 ₹28,50,000 |
| 7.00 | Supplying and stacking at site 63 mm to 45 mm size stone aggregate (Including Royalties, cost of test etc as laid down in SCC) | 350 | M³ | 978 ₹3,42,300 Lowest | 1,300 ₹4,55,000 | 4,250 ₹14,87,500 | 1,700 ₹5,95,000 |
| 8.00 | Supplying and stacking at site Stone screening 13.2 mm nominal size (Type A)
(Including Royalties, cost of test etc as laid down in SCC) | 300 | M³ | 1,047 ₹3,14,100 Lowest | 1,300 ₹3,90,000 | 4,750 ₹14,25,000 | 1,950 ₹5,85,000 |
| 9.00 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications 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 . | 650 | M³ | 556 ₹3,61,400 Lowest | 700 ₹4,55,000 | 1,250 ₹8,12,500 | 820 ₹5,33,000 |
| 10.00 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand
etc. all complete as per the direction of Engineer-in-charge. | 2,300 | M² | 531 ₹12,21,300 Lowest | 780 ₹17,94,000 | 1,250 ₹28,75,000 | 860 ₹19,78,000 |
Tender Value
Refer Docs
EMD Value
₹3.5 L
Closing Date
17 Dec 2022, 2:30 pmClosed
NEETA DUTTA
Brahmaputra Cracker and Polymer Limited, C and P Department, Administrative Building, PO_Lepetkata, Dist_DIBRUGARH, Assam, Pin Code_786006
Please refer Tender documents.
2022_BCPL_137127_1
BCPL/CNP/LE22W130ND/2456
Open Tender
Civil Works - Others
Works
330 days
BCPL, Lepetkata
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹3.5 L
Yes
BCPL, Lepetkata
23 Feb 2023
2 Dec 2022
18 Dec 2022
2 Dec 2022
17 Dec 2022
2 Dec 2022
7 Dec 2022
Amount
Scarifying upto a depth of 75 mm manually/mechanical means metalled (water-bound) road surface including disposal of rubbish at all lift and lead and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.
Scarifying the existing bituminous road surface upto a depth of 50mm and disposal of rubbish to all lead and lift (by mechanical means).
Surface dressing one coat on old surface with bitumen emulsion of specified grade (minimum 50% bitumen content)at the rate of 1.22 kg/sqm of surface area with 1.10 cum of stone chippings 11.2mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, etc. complete to required camber and levels for laying of wearing course.
Providing and applying tack coat on bituminous surface @0.25 kg/sqm with medium setting bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom complete as directed.
Providing and laying Semi Dense Bituminous Concrete (SDBC) using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Hot Mix Plant of 60-90 TPH capacity. (Including Royalties, cost of test etc as laid down in SCC)
Providing and laying seal coat of premixed fine aggregate ( 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 per 100 sqm of road surface, including rolling and finishing with road roller all complete. (Including Royalties, cost of test etc as laid down in SCC)
Supplying and stacking at site 63 mm to 45 mm size stone aggregate (Including Royalties, cost of test etc as laid down in SCC)
Supplying and stacking at site Stone screening 13.2 mm nominal size (Type A) (Including Royalties, cost of test etc as laid down in SCC)
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications 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 .
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). (Including Royalties, cost of test etc as laid down in SCC)
Brick work with common burnt clay non modular (FPS) of class designated 7.5 in foundation and plinth in cement morter 1:4 (1 cement : 4 coarse sand)
Providing and laying in position cement concrete of specified grade excluding the cost of centering shuttering - All work upto plinth level (i) 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) (Including Royalties, cost of test etc as laid down in SCC)
Earth work in surface excavation (All kinds of soil)not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
Earth work in excavation (All kinds of soil) by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
Surface dressing of the ground(All kinds of soil) including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Hiring of hydraulic excavator of 1 cum bucket
Hiring of tipper 5 cum
Hiring of smooth wheeled roller 8-10 ton
Earth/sand filling in Plinth in layers including necessary carriage, watering ramming etc complete as directed and specified.(Including Royalties, cost of test etc as laid down in SCC)
12mm cement plaster (Fine Sand):1:4 (1 cement:4 fine sand) (Including Royalties, cost of test etc as laid down in SCC)
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.
MAA KALYANI CONCRETE LLP
M N Enterprise
BHRIGU NATH SHAH
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