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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.5 CrAccepted-AOC | ₹37.5 Cr | L1 | Accepted-AOC Lowest rate quoted |
| 2 | L2₹51.9 CrRejected-Finance | ₹51.9 Cr | L2 | Rejected-Finance High rate quoted |
| 3 | L3₹52.6 CrRejected-Finance | ₹52.6 Cr | L3 | Rejected-Finance High rate quoted |
| 4 | L4₹63.4 CrRejected-Finance | ₹63.4 Cr | L4 | Rejected-Finance High rate quoted |
| 5 | Rejected-Technical CHAMOGURI SATRA KAMALABARI CITY TOWN MAJULI P O KAMALABARI P S MAJULI DIST MAJULI PIN 785110 | MAJULI | MAJULI | ASSAM | 785110 | - | - | Rejected-Technical Technically not qualified |
Tender Value
₹34.1 Cr
EMD Value
₹15 L
Closing Date
25 Nov 2022, 10:00 amClosed
HQ CE (P) Pushpak
HQ CE (P) Pushpak C/O 99 APO Zemabawk Aizawl
PROVIDING AND LAYING OF SOIL STABILIZATION WITH GEO GRID, GSBC 150 MM TK, CTSB 250 MM TK, CTB 140 MM TK, SAMI LAYER, BC 30 MM TK, TACK COAT INCL PREPARATION OF SUBGRADE BET KM 172.800 TO KM 186.550 ON L-D-P RD UNDER 71RCC/24TF/PROJECT PUSHPAK
2022_BRO_558054_1
NIT-06/2022-23
Open Tender
Civil Works - Roads
365 days
KM 172.800 TO KM 186.550 ON L-D-P RD
As per Tender document
8 documents required · 8 mandatory
₹0
₹15 L
HQ CE (P) Pushpak C/O 99 APO Zemabawk Aizawl
7 Apr 2023
15 Oct 2022
26 Nov 2022
15 Oct 2022
25 Nov 2022
26 Oct 2022
17 Oct 2022 - 25 Oct 2022
22 Oct 2022
Amount
Surfacing works between Km 172.800 to Km 175.00
Preparation of sub-grade in SMB by excavating earth upto 20 cm average depth, dressing to required camber or super elevation, removal of local humps or depressions & compacting with roller including disposal of surplus earth within a lead of 30m.
Soil stabilization with Bi Axial Extruded High Modulus poly propylene Geo Grid
Preparing and laying of GSB 15 cm thick (compacted ) with stone aggregate conforming to grading No 1 as per Tables-400-1 of MORT&H specifications for Road and Bridge Works including supply of material, watering and compaction all complete.
Cement Treated Soil Sub Base 250 mm compacted. Providing, laying and spreading soil on a prepared sub grade, pulverising, adding the designed quantity of cement and admixture to the spread soil, mixing in place with rotavator, grading soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desire unconfined compressive strength, E-value and to form a layer of sub-base.
Cement Treated Soil Base 140 mm thick compacted. Providing, laying and spreading soil on a prepared sub grade, pulverising, adding the designed quantity of cement and admixture to the spread soil, mixing in place with rotavator, grading soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desire unconfined compressive strength, E-value and to form a layer of base.
Providing and laying of a stress absorbing membrane Interlayer (SAMI) after cleaning with a mechanical broom, using elastomeric modified binder complying with IRC:SP:53 sprayed at the rate of 10-12 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.10 cum per sqm and rolling for uniform spread of aggregates and surface finish
Providing and applying tack coat with Bitumen VG-10 /Bitumen Emulsion using bitumen pressure distributor @ 2.5 Kg/10 Sqm over SAMI layer
Providing and laying 30 mm thick BC on bituminous concrete layer with VG-30 and precoated stone chips grading confirming to Table:500-17 and mix satisfying the physical requirement of table 500-16 of MORT&H specifications, all as specified in Particular specification as per Job Mix Formula.
Earth filling/ Berm filling
Surfacing works between Km 175.00 to Km 186.550
Preparation of sub-grade in SMB by excavating earth upto 20 cm average depth, dressing to required camber or super elevation, removal of local humps or depressions & compacting with roller including disposal of surplus earth within a lead of 30m.
Soil stabilization with Bi Axial Extruded High Modulus poly propylene Geo Grid
Preparing and laying of GSB 15 cm thick (compacted ) with stone aggregate conforming to grading No 1 as per Tables-400-1 of MORT&H specifications for Road and Bridge Works including supply of material, watering and compaction all complete.
Cement Treated Soil Sub Base 250 mm thick compacted. Providing, laying and spreading soil on a prepared sub grade, pulverising, adding the designed quantity of cement and admixture to the spread soil, mixing in place with rotavator, grading soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desire unconfined compressive strength, E-value and to form a layer of sub-base.
Cement Treated Soil Base 140 mm thick compacted. Providing, laying and spreading soil on a prepared sub grade, pulverising, adding the designed quantity of cement and admixture to the spread soil, mixing in place with rotavator, grading soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desire unconfined compressive strength, E-value and to form a layer of base.
Providing and laying of a stress absorbing membrane Interlayer (SAMI) after cleaning with a mechanical broom, using elastomeric modified binder complying with IRC:SP:53 sprayed at the rate of 10-12 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.10 cum per sqm and rolling for uniform spread of aggregates and surface finish
Providing and applying tack coat with Bitumen VG-10 /Bitumen Emulsion using bitumen pressure distributor @ 2.5 Kg/10 Sqm over SAMI layer
Providing and laying 30 mm thick BC on bituminous concrete layer with VG- 30 and precoated stone chips grading confirming to Table:500-17 and mix satisfying the physical requirement of table 500-16 of MORT&H specifications, all as specified in Particular specification as per Job Mix Formula.
Earth filling/ Berm filling
Kaba Infratech Private Limited
Kanti Prashad Mittal
LSR INFRACON PVT LTD
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