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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 CrAdmitted-Finance | ₹8.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹12.0 Cr+₹3.7 Cr (45.1%)Admitted-Finance JANTA PRESS GALIAGRAWAL LODGE ROAD MANENDRAGARH CHHATTISGARH 497 442 | MANENDRAGARH | MANENDRAGARH CHIRMIRI BHARATPUR | CHHATTISGARH | 497442 | ₹12.0 Cr+₹3.7 Cr (45.1%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Refer BOO |
| 4 | Rejected-Technical | - | - | Rejected-Technical Refer BOO |
| Sl No | Description | Qty | Unit | SUN SHINE OVERSEAS PVT LTD L1 | PODDAR CONSTRUCTION COMPANY L2 |
|---|---|---|---|---|---|
| 1.00PART-I: 75 MTR SPAN MAJOR PMT BRIDGE AMARTALA-I (BRIDGE PROPER) | |||||
| 1.01 | SUB SOIL INVESTIGATION, DESIGN, DRAWING AND CONSTRUCTION OF 75 MTR SPAN MAJOR PERMANENT BRIDGE AMARTALA-I WITH STEEL SUPER STRUCTURE (THROUGH TYPE) WITH RCC DECK SLAB, RCC WEARING COAT HAVING NON SKID SURFACE ON OPEN FOUNDATION OVER UNKNOWN NALLAH AT KM 49.950 ON ROAD OKSRT UNDER 1441 BCC/14 TF/VARTAK PROJECT SECTOR IN ARUNACHAL PRADESH INCLUDING CONSTRUCTION OF ABUTMENTS, ABUTMENT CAPS, PROVIDING AND FIXING OF POT/POT CUM PTFE BEARINGS WITH PEDESTALS, KERBS, HAND RAILING, RCC CRASH BARRIERS, 1.5 MTR WIDE FOOTPATH BOTH SIDE, GUARD POSTS, DRAINAGE ARRANGEMENT OVER CARRIAGE WAY AND FOOTPATH, SERVICES ARRANGEMENT FOR UTILITIES, STRIP SEAL EXPANSION JOINT, PAINTING WITH NON CORROSIVE PAINT TO ALL EXPOSED STEEL WORKS AND KERBS, HAVING 7.5 MTR CLEAR WIDTH BETWEEN KERBS AND DESIGNED WIDTH NHDL SPECIFICATIONS/70R FOR CONSTRUCTION THROUGH EXECUTION CONTRACT INCLUDING LOAD TESTING AND ALL OTHER ITEMS OF WORK REQUIRED. | 1 | Nos | - | - |
| 2.00PART-II: CONSTRUCTION OF 65.00 MTR APPROACH ROAD ON ORANG SIDE AND 22.00 MTR ON KALAKTANG SIDE, (TOTAL LENGTH OF APPROACH ROAD IS 87.00 MTR) OF COMPLETED BRIDGE | |||||
| 2.01 | CONSTRUCTION OF 65.00 MTR LENGTH APPROACH ROAD ON ORANG SIDE AND 22.00 MTR ON KALAKTANG SIDE, (TOTAL LENGTH OF APPROACH ROAD IS 87.00 MTR) OF COMPLETED BRIDGE. THE TENTATIVE QUANTITIES OF APPROACHES FOR GUIDANCE ARE
(a) EARTH WORK IN EMBANKMENT/ROUGH EXEVN – 2912.18 CUM,
PERMANENT WORK FOR CONSTRUCTION OF RETAINING WALL AS PER IS 456-2000 OF SIZES,
(a) (36X2) MTR, (10X2.50) MTR,
(b) (20X3.5) MTR,
RETAINING WALL IN RCC (M-20) OF SIZE
(a) (31X8) MTR,
(b)(10X10) MTR,
LINED DRAIN OF CROSS SECTION AREA OF 0.40 SQM, 87 MTR Length WITH PCC 1:3:6,
CRASH BARRIER- 87 MTR,
AND PAVEMENT WORK COMPRISING
(a) PREPARATION OF SUB GRADE IN 12.00 MTR WIDTH,
(b) GSBC 15 CM THICK IN 9.40 MTR WIDTH,
(c) WMM 100 MM THICK 01ST LAYER IN 9.10 MTR WIDTH,
(d) WMM 75 MM THICK TWO LAYERS IN 9.10 MTR WIDTH,
(e) DBM 50 MM THICK IN 8.80 MTR WIDTH AND
(f) AC 4.00 CM THICK IN 8.80 MTR WIDTH INCLUDING PRIME COAT AND TACK COAT,
CENTRE/EDGE LINE MARKING,
FIXING OF CAT EYE AND DELINATORS 900 MM LONG AS PER GROUND REQUIRMENT ALL AS SPECIFIED IN PARTICULAR SPECIFICATIONS AND AS PER MORT&H SPECIFICATION (Vth REVISION) FOR ROADS AND BRIDGE WORK FOR COMPLETE CONSTRUCTION OF APPROACH ROAD ON BOTH SIDE OF THE COMPLETED BRIDGE. | 1 | Nos | - | - |
Tender Value
₹7.7 Cr
EMD Value
₹7.1 L
Closing Date
29 May 2020, 3:00 pmClosed
CHIEF ENGINEER PROJECT VARTAK
HQ CE PROJECT VARTAK C/O 99 APO PIN 931716
SUB SOIL INVESTIGATION DESIGN DRAWING AND CONSTRUCTION OF 75 MTR SPAN MAJOR PERMANENT BRIDGE AMARTALA I WITH STEEL SUPER STRUCTURE THROUGH TYPE ON OPEN FOUNDATION OVER UNKNOWN NALLAH AT KM 49PT950 ON ROAD
2020_BRO_556017_1
CE(P)/VTK/NIT/33/2019-20
Open Tender
Civil Works - Bridges
Lump-sum
1096 days
Km 49PT950 on OKSRT Road
16 documents required · 16 mandatory
₹0
₹7.1 L
Yes
HQ CE PROJECT VARTAK
20 Jun 2020
22 Apr 2020
30 May 2020
23 Apr 2020
29 May 2020
6 May 2020
23 Apr 2020 - 30 Apr 2020
5 May 2020
PART-I: 75 MTR SPAN MAJOR PMT BRIDGE AMARTALA-I (BRIDGE PROPER)
SUB SOIL INVESTIGATION, DESIGN, DRAWING AND CONSTRUCTION OF 75 MTR SPAN MAJOR PERMANENT BRIDGE AMARTALA-I WITH STEEL SUPER STRUCTURE (THROUGH TYPE) WITH RCC DECK SLAB, RCC WEARING COAT HAVING NON SKID SURFACE ON OPEN FOUNDATION OVER UNKNOWN NALLAH AT KM 49.950 ON ROAD OKSRT UNDER 1441 BCC/14 TF/VARTAK PROJECT SECTOR IN ARUNACHAL PRADESH INCLUDING CONSTRUCTION OF ABUTMENTS, ABUTMENT CAPS, PROVIDING AND FIXING OF POT/POT CUM PTFE BEARINGS WITH PEDESTALS, KERBS, HAND RAILING, RCC CRASH BARRIERS, 1.5 MTR WIDE FOOTPATH BOTH SIDE, GUARD POSTS, DRAINAGE ARRANGEMENT OVER CARRIAGE WAY AND FOOTPATH, SERVICES ARRANGEMENT FOR UTILITIES, STRIP SEAL EXPANSION JOINT, PAINTING WITH NON CORROSIVE PAINT TO ALL EXPOSED STEEL WORKS AND KERBS, HAVING 7.5 MTR CLEAR WIDTH BETWEEN KERBS AND DESIGNED WIDTH NHDL SPECIFICATIONS/70R FOR CONSTRUCTION THROUGH EXECUTION CONTRACT INCLUDING LOAD TESTING AND ALL OTHER ITEMS OF WORK REQUIRED.
PART-II: CONSTRUCTION OF 65.00 MTR APPROACH ROAD ON ORANG SIDE AND 22.00 MTR ON KALAKTANG SIDE, (TOTAL LENGTH OF APPROACH ROAD IS 87.00 MTR) OF COMPLETED BRIDGE
CONSTRUCTION OF 65.00 MTR LENGTH APPROACH ROAD ON ORANG SIDE AND 22.00 MTR ON KALAKTANG SIDE, (TOTAL LENGTH OF APPROACH ROAD IS 87.00 MTR) OF COMPLETED BRIDGE. THE TENTATIVE QUANTITIES OF APPROACHES FOR GUIDANCE ARE (a) EARTH WORK IN EMBANKMENT/ROUGH EXEVN – 2912.18 CUM, PERMANENT WORK FOR CONSTRUCTION OF RETAINING WALL AS PER IS 456-2000 OF SIZES, (a) (36X2) MTR, (10X2.50) MTR, (b) (20X3.5) MTR, RETAINING WALL IN RCC (M-20) OF SIZE (a) (31X8) MTR, (b)(10X10) MTR, LINED DRAIN OF CROSS SECTION AREA OF 0.40 SQM, 87 MTR Length WITH PCC 1:3:6, CRASH BARRIER- 87 MTR, AND PAVEMENT WORK COMPRISING (a) PREPARATION OF SUB GRADE IN 12.00 MTR WIDTH, (b) GSBC 15 CM THICK IN 9.40 MTR WIDTH, (c) WMM 100 MM THICK 01ST LAYER IN 9.10 MTR WIDTH, (d) WMM 75 MM THICK TWO LAYERS IN 9.10 MTR WIDTH, (e) DBM 50 MM THICK IN 8.80 MTR WIDTH AND (f) AC 4.00 CM THICK IN 8.80 MTR WIDTH INCLUDING PRIME COAT AND TACK COAT, CENTRE/EDGE LINE MARKING, FIXING OF CAT EYE AND DELINATORS 900 MM LONG AS PER GROUND REQUIRMENT ALL AS SPECIFIED IN PARTICULAR SPECIFICATIONS AND AS PER MORT&H SPECIFICATION (Vth REVISION) FOR ROADS AND BRIDGE WORK FOR COMPLETE CONSTRUCTION OF APPROACH ROAD ON BOTH SIDE OF THE COMPLETED BRIDGE.
PODDAR CONSTRUCTION COMPANY
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