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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 CrAdmitted-Finance ITANAGAR LOWER NITI VIHAR ITANAGAR PAPUMPARE ARUNACHAL PRADESH 791111 | PAPUM PARE | ARUNACHAL PRADESH | 791111 | ₹11.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹12.5 Cr+₹1.0 Cr (8.74%)Admitted-Finance | ₹12.5 Cr+₹1.0 Cr (8.74%) | L2 | Admitted-Finance |
| 3 | L3₹12.5 Cr+₹1.0 Cr (8.94%)Admitted-Finance | ₹12.5 Cr+₹1.0 Cr (8.94%) | L3 | Admitted-Finance |
| 4 | L4₹12.6 Cr+₹1.1 Cr (9.47%)Admitted-Finance | ₹12.6 Cr+₹1.1 Cr (9.47%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical The firm has not fullfill the work experience criteria |
| Sl No | Description | Qty | Unit | ARUNPRABHA INFRACON PVT LTD L2 | M/s North East Engineering & Construction Agency L3 | MS ARUNACHAL TRADE AND COMMERCIAL AGENCY L1 | MS KANU ENTERPRISE L4 |
|---|---|---|---|---|---|---|---|
| 1.00(BETWEEN KM 36.00 TO KM 55.638 ON ROAD TCC-TAKSING) | |||||||
| 1.01 | Excavation in trenches not exceeding 1.2 m width and 1.5 m depth in soil/soil mixed with boulders (SMB), including dressing bottom and sides getting out and disposing all excavated material lead upto 6 m and lift upto 1.5 m. (by manual means) | 13,185.42 | CUM | 696.8 ₹91,87,600.66 | 644.5 ₹84,98,003.19 | 400.6 ₹52,82,079.25 Lowest | 705.7 ₹93,04,950.89 |
| 1.02 | Providing laying rubble stones including hand packing and interstices in aprons, revetments, pitching to any slope or profile to required thickness (material and labour) | 55.19 | CUM | 2,730.2 ₹1,50,679.74 | 2,750.6 ₹1,51,805.61 | 2,590.35 ₹1,42,961.42 Lowest | 2,790.52 ₹1,54,008.8 |
| 1.03 | Plain cement concrete 1:4:8 (1 cement: 4 sand: 8 stone aggregate of size 4cm graded downwards) in foundation or elsewhere (excluding the cost of centering/shuttering). | 1,511.16 | CUM | 4,430.09 ₹66,94,574.8 Lowest | 4,501.09 ₹68,01,867.16 | 4,590.56 ₹69,37,070.65 | 4,577.13 ₹69,16,775.77 |
| 1.04 | Plain cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 stone aggregate size 4cm graded downwards) in foundation or elsewhere (excluding the cost of centering/shuttering). Cum 7414.00 | 7,414 | CUM | 5,980.45 ₹4,43,39,056.3 Lowest | 6,000.2 ₹4,44,85,482.8 | 6,060.9 ₹4,49,35,512.6 | 6,014.75 ₹4,45,93,356.5 |
| 1.05 | Plain cement concrete 1:2:4 (1cement: 2 coarse sand: 4 stone aggregate size 4cm graded downwards) in foundation or elsewhere (excluding the cost of centering/shuttering). | 99.37 | CUM | 8,991.86 ₹8,93,521.13 | 9,000.23 ₹8,94,352.86 | 8,050.23 ₹7,99,951.36 Lowest | 9,034.29 ₹8,97,737.4 |
| 1.06 | Reinforced Cement concrete M-20 nearly corresponding to nominal mix, 1 cement: 1.5 sand: 3.0 stone aggregate. of size 20 mm graded downward. (excluding the cost of reinforcement & centering/shuttering) | 252.39 | CUM | 9,060 ₹22,86,653.4 | 8,502.8 ₹21,46,021.69 Lowest | 9,100.13 ₹22,96,781.81 | 8,569.43 ₹21,62,838.44 |
| 1.07 | Centering/Shuttering (Steel) including strutting, propping and removal of formwork (considering 10 times to be used). | 12,294.4 | SQM | 490.1 ₹60,25,485.44 | 501.7 ₹61,68,100.48 | 480.25 ₹59,04,385.6 Lowest | 567.5 ₹69,77,072 |
| 1.08 | Laying reinforcement including cutting bending, binding, providing hooks overlaps etc bars upto 12 mm (labour only). | 4,977 | Kg | 346.89 ₹17,26,471.53 | 430.7 ₹21,43,593.9 | 285 ₹14,18,445 Lowest | 512.9 ₹25,52,703.3 |
| 1.09 | Laying reinforcement including cutting bending, binding, providing hooks and overlaps etc bars above 12 mm (labour only). | 27,185 | Kg | 311 ₹84,54,535 | 290.35 ₹78,93,164.75 | 290 ₹78,83,650 Lowest | 305.17 ₹82,96,046.45 |
Tender Value
Refer Docs
EMD Value
₹7.6 L
Closing Date
7 Dec 2020, 12:00 pmClosed
HQ CE (P) ARUNANK GREF
HQ CE (P) ARUNANK GREF DAM SITE NAHARLAGUN AP
EXECUTION OF PERMANENT WORK BETWEEN KM 36.00 TO KM 55.638 ON ROAD TAMA CHUNG CHUNG TAKSING UNDER 128 RCC 23 BRTF SECTOR UNDER PROJECT ARUNANK IN UPPER SUBANSIRI DIST OF A P.
2020_BRO_598464_1
ANK/NIT-14/2020-21
Open Tender
Civil Works - Roads
Works
365 days
AT KM 36.00 TO 55.638 ON TCC-TAKSING ROAD
Please refer Tender documents.
13 documents required · 13 mandatory
₹0
₹7.6 L
Yes
HQ CE (P) ARUNANK GREF DAM SITE NAHARLAGUN AP
28 Dec 2020
21 Nov 2020
8 Dec 2020
21 Nov 2020
7 Dec 2020
25 Nov 2020
24 Nov 2020 - 27 Nov 2020
26 Nov 2020
Amount
(BETWEEN KM 36.00 TO KM 55.638 ON ROAD TCC-TAKSING)
Excavation in trenches not exceeding 1.2 m width and 1.5 m depth in soil/soil mixed with boulders (SMB), including dressing bottom and sides getting out and disposing all excavated material lead upto 6 m and lift upto 1.5 m. (by manual means)
Providing laying rubble stones including hand packing and interstices in aprons, revetments, pitching to any slope or profile to required thickness (material and labour)
Plain cement concrete 1:4:8 (1 cement: 4 sand: 8 stone aggregate of size 4cm graded downwards) in foundation or elsewhere (excluding the cost of centering/shuttering).
Plain cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 stone aggregate size 4cm graded downwards) in foundation or elsewhere (excluding the cost of centering/shuttering). Cum 7414.00
Plain cement concrete 1:2:4 (1cement: 2 coarse sand: 4 stone aggregate size 4cm graded downwards) in foundation or elsewhere (excluding the cost of centering/shuttering).
Reinforced Cement concrete M-20 nearly corresponding to nominal mix, 1 cement: 1.5 sand: 3.0 stone aggregate. of size 20 mm graded downward. (excluding the cost of reinforcement & centering/shuttering)
Centering/Shuttering (Steel) including strutting, propping and removal of formwork (considering 10 times to be used).
Laying reinforcement including cutting bending, binding, providing hooks overlaps etc bars upto 12 mm (labour only).
Laying reinforcement including cutting bending, binding, providing hooks and overlaps etc bars above 12 mm (labour only).
Providing/laying of weep holes using PVC pipe 4" dia
Earthwork in embankment by filling with earth free from roots etc. spreading in layers not exceeding 30 cm including watering and finishing to required slope & level not exceeding 1.5 m high above the base in ordinary soil in hill roads where cut & fill method is adopted.
Cost of steel
Lined Drain in soil/soil mixed boulder (Kerb & Channel type)
Gabion wall (2.5 M high AGL Gabin wall (0.5M Embedment)((Gabin box (Zn+10% Al with PVC coating 19 Cum and nonWoven Geotextile (Type-III) 20 Sqm) for 4 mtr stretch as per Specification :SP:116:2018(Total length 200 Mtr)
Gabion wall (3 M high AGL Gabin wall (0.5M Embedment)((Gabin box (Zn+10% Al with PVC coating 25 Cum and nonWoven Geotextile (Type-III) 24 Sqm) for 4 mtr stretch as per Specification :SP:116:2018 (Total length 32 Mtr)
ARUNPRABHA INFRACON PVT LTD
M/s North East Engineering & Construction Agency
MS KANU ENTERPRISE
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