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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 CrAdmitted-Finance | ₹8.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹8.5 Cr+₹5.4 L (0.64%)Admitted-Finance | ₹8.5 Cr+₹5.4 L (0.64%) | L2 | Admitted-Finance |
| 3 | L3₹8.5 Cr+₹13.1 L (1.56%)Admitted-Finance | ₹8.5 Cr+₹13.1 L (1.56%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Does not fulfills experiecne criteria |
| 5 | Rejected-Technical | - | - | Rejected-Technical Does not fulfills the experience criteria |
Tender Value
₹7.3 Cr
EMD Value
₹6.9 L
Closing Date
13 Jan 2020, 12:00 pmClosed
Chief Engineer Project Arunank
HQ CE (P) Arunank GREF DAM SITE NAHARLAGUN AP
EXECUTION OF PERMANENT WRK ON HAPOLI SARLI HURI ROAD FRM KM 53.30 TO KM 63 0 PT AT KM 197 OF ROAD HAPOLI SARLI HURI HURI AXS UNDR 85RCC 756BRTF SCTR IN ARUNACHAL PRADESH
2019_BRO_529667_1
ANK/NIT-10/2019-20
Open Tender
Civil Works - Roads
Works
240 days
Between Km 53.30 to Km 63.30 HSH RD Huri Axis
Please refer Tender documents.
13 documents required · 13 mandatory
₹0
₹6.9 L
Yes
HQ CE (P) Arunank GREF DAM SITE NAHARLAGUN AP
29 Jan 2020
21 Dec 2019
14 Jan 2020
23 Dec 2019
13 Jan 2020
23 Dec 2019
23 Dec 2019 - 28 Dec 2019
27 Dec 2019
Amount
PART-A - ROAD HAPOLI-SARLI-HURI (HURI AXIS) B/W KM 53.30 TO KM 58.30 JOB NO 119/34
Excavation in tranches not exceeding 1.2 mtr width and 1.5 deep in soil/soil mixed bounders including dressing bottom and sides getting out and disposing all excavations materials.
Excavation in tranches not exceeding 1.2 mtr width and 1.5 deep in SR as in item P-101 required blasting upto 50% of qty and getting out and disposing all excavation materials.
Excavation in tranches not exceeding 1.2 mtr width and 1.5 deep in HR by drilling with compressor blasting and getting out including staking up serviceable materials.
Plain Cement concrete (1 cement: 4 sand: 8 stone aggregate of size 40 mm graded down wards in foundation or elsewhere.
Plain Cement concrete (1 cement:2 sand: 4 stone aggregate of size 20 mm graded down wards in foundation or elsewhere excluding the cost of shuttering/centering.
Plain Cement concrete (1 cement : 3 sand : 6 stone aggregate of size 40mm graded down wards in foundation or elsewhere.
Centering/Shuttering including struting propping and removal of form work
Providing/laying of weep holes of size 4"x4"x1 Mtr using PVC pipe 4" dia with PCC 1:4:8.
Earth work in embarkment by filling with earth
Providing and fixing of 5th Km stone
Providing and fixing of ord Km stone
Providing and fixing of Sub Km stone
Providing and fixing informatory road sign post of normal size 80x60 cms tightly bolted/welded to suitable parts of angle Iron (50x50x5 mm) two numbers braced with MS plate 10 mm width diagonally embedded in PCC 1:4:8 including painting. The height of the board to be 1.5 m from the crown of pavement (All as per ORC 67 of 1977).
White washing (2 coats) with freshy brunt class 9 line conforming to IS 712-1964, the quantity of gum to be used shall be @ 4 Kg/Cum of excvn.
Hard cord comprising of broken road metal size 5cm graded downwards spread in layers not exceeding 15cm incl watering, ramming to required level.
Reinforced Cement concrete (1 cement : 2 sand : 4 excluding cost of steel banding binding and cost of shuttering/centering.
laying reinforcement including cutting bending binding providing hooks overlap ets upto 12 mm only ( labour only )
Laying Reinforcement including cutting bending binding providing hooks overlap ets above 12mm dia only ( labour only )
Cost of steel
PART-B- ROAD HAPOLI-SARLI-HURI (HURI AXIS) B/W KM 58.30 TO KM 63.30 JOB NO 119/F33
Excavation in tranches not exceeding 1.2 mtr width and 1.5 deep in soil/soil mixed bounders including dressing bottom and sides getting out and disposing all excavations materials.
Excavation in tranches not exceeding 1.2 mtr width and 1.5 deep in SR as in item P-101 required blasting upto 50% of qty and getting out and disposing all excavation materials.
Excavation in tranches not exceeding 1.2 mtr width and 1.5 deep in HR by drilling with compressor blasting and getting out including staking up serviceable materials.
Plain Cement concrete (1 cement: 4 sand: 8 stone aggregate of size 40 mm graded down wards in foundation or elsewhere.
Plain Cement concrete (1 cement: 2 sand: 4 stone aggregate of size 20 mm graded down wards in foundation or elsewhere excluding the cost of shuttering/centering.
Plain Cement concrete (1 cement : 3 sand : 6 stone aggregate of size 40mm graded down wards in foundation or elsewhere.
Earth work in embarkment by filling with earth
White washing (2 coats) with freshly brunt class 9 line conforming to IS 712-1964, the quantity of gum to be used shall be @ 4 Kg/Cum of excvn
Providing/laying of weep holes of size 4"x4"x1 Mtr using PVC pipe 4" dia with PCC 1:4:8.
Centering/Shuttering including struting propping and removal of form work
Providing and fixing informatory road sign post of normal size 80x60 cms tightly bolted/welded to suitable parts of angle Iron (50x50x5 mm) two numbers braced with MS plate 10 mm width diagonally embedded in PCC 1:4:8 including painting. The height of the board to be 1.5 m from the crown of pavement (All as per ORC 67 of 1977).
Providing and fixing of ord Km stone
Providing and fixing of Sub Km stone
Providing and fixing of 5th Km stone
Hard cord comprising of broken road metal size 5cm graded downwards spread in layers not exceeding 15cm incl watering, ramming to required level.
Reinforced Cement concrete (1 cement : 2 sand : 4 excluding cost of steel banding binding and cost of shuttering/centering.
laying reinforcement including cutting bending binding providing hooks overlap ets upto 12 mm only ( labour only )
Laying Reinforcement including cutting bending binding providing hooks overlap ets above 12mm dia only ( labour only )
Cost of steel
M/S B. A. ENTERPRISES
KAKUM ENTERPRISE
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