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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 CrAdmitted-Finance | ₹9.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹11.5 Cr+₹2.3 Cr (25.6%)Admitted-Finance JANTA PRESS GALIAGRAWAL LODGE ROAD MANENDRAGARH CHHATTISGARH 497 442 | MANENDRAGARH | MANENDRAGARH CHIRMIRI BHARATPUR | CHHATTISGARH | 497442 | ₹11.5 Cr+₹2.3 Cr (25.6%) | 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: 70 Mtr span Major Pmt Notchugu Bridge | |||||
| 1.01 | Design, Drawing and Construction of 70 Mtr span Major Permanent Notchugu Bridge with Steel Super Structure (Through Type) on Open Foundation over Notchugu Nallah including Approach Works through Execution Contract at Km 69.335 on Road Balipara-Charduar-Tawang of 1441BCC/14TF(P)/Vartak Sector Arunachal Pradesh with RCC Deck Slab, RCC Wearing Coat having non Skid Surface including Construction of Abutments, Abutment Caps, Providing and Fixing of Pot/Pot cum PTEF 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, Dart Wall, 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 of Super Structure and all other items of work required and necessary for the bridge completion including backfilling & curing including work on Approaches and Approach Slab.. | 1 | Nos | - | - |
| 2.00PART-II: Construction of 24 Mtr Approach Road on Sessa side and 45 Mtr on Nechiphu side, (total length of approach road is 69 mtr) of completed bridge | |||||
| 2.01 | Construction of 24 Mtr length Approach Road on Sessa side and 45 Mtr on Nechiphu side, (total length of approach road is 69.00 Mtr) of completed Bridge. the tentative quantities of approaches for guidance are
(a) Earth work in embankment filling – 765.69 cum,
(b) Formation cutting in (SR)- 4564.63 cum,
(c) Permanent work for construction of retaining wall as per is 456-2000 of size,
(i) R/wall in Cement Morter (16x2.0) Mtr,
(ii) R/wall in Cement Morter (16x2.5) Mtr,
(iii) R/wall in Cement Morter (16x3.0) Mtr,
(iv) R/wall in Cement Morter (16x4.0)Mtr,
(v) R/wall in RCC (M-20) of size (8x8) mtr,
(vi) Lined drain of cross section area of 0.40 Sqm 61 Mtr with PCC 1:3:6,
(vii) crash barrier- 138 Mtr,
(d) Pavement work comprising preparation of sub grade in 12.00 Mtr width, GSBC 15 cm thick in 9.40 Mtr width, WMM 100 mm thick 01st layer in 9.10 Mtr width, WMM 75 mm thick two layers in 9.10 Mtr width, DBM 50 mm thick in 8.80 Mtr width and 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 requirement 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
₹8.3 Cr
EMD Value
₹7.4 L
Closing Date
29 May 2020, 1:00 pmClosed
CHIEF ENGINEER PROJECT VARTAK
HQ CE PROJECT VARTAK C/O 99 APO PIN 931716
DESIGN DRAWING AND CONSTRUCTION OF 70 MTR SPAN MAJOR PERMANENT NOTCHUGU BRIDGE WITH STEEL SUPER STRUCTURE THROUGH TYPE ON OPEN FOUNDATION OVER NOTCHUGU NALLAH AT KM 69PT335 ON ROAD BALIPARA CHARDUAR TAWANG UNDER PART I AND CONSTRUCTION OF 24 MTR APPR
2020_BRO_554555_1
CE(P)/VTK/NIT/34/2019-20
Open Tender
Civil Works - Bridges
Lump-sum
880 days
At Km 69PT335 on BCT Road
16 documents required · 16 mandatory
₹0
₹7.4 L
Yes
HQ CE PROJECT VARTAK
20 Jun 2020
27 Mar 2020
30 May 2020
28 Mar 2020
29 May 2020
4 Apr 2020
28 Mar 2020 - 2 Apr 2020
3 Apr 2020
PART-I: 70 Mtr span Major Pmt Notchugu Bridge
Design, Drawing and Construction of 70 Mtr span Major Permanent Notchugu Bridge with Steel Super Structure (Through Type) on Open Foundation over Notchugu Nallah including Approach Works through Execution Contract at Km 69.335 on Road Balipara-Charduar-Tawang of 1441BCC/14TF(P)/Vartak Sector Arunachal Pradesh with RCC Deck Slab, RCC Wearing Coat having non Skid Surface including Construction of Abutments, Abutment Caps, Providing and Fixing of Pot/Pot cum PTEF 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, Dart Wall, 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 of Super Structure and all other items of work required and necessary for the bridge completion including backfilling & curing including work on Approaches and Approach Slab..
PART-II: Construction of 24 Mtr Approach Road on Sessa side and 45 Mtr on Nechiphu side, (total length of approach road is 69 mtr) of completed bridge
Construction of 24 Mtr length Approach Road on Sessa side and 45 Mtr on Nechiphu side, (total length of approach road is 69.00 Mtr) of completed Bridge. the tentative quantities of approaches for guidance are (a) Earth work in embankment filling – 765.69 cum, (b) Formation cutting in (SR)- 4564.63 cum, (c) Permanent work for construction of retaining wall as per is 456-2000 of size, (i) R/wall in Cement Morter (16x2.0) Mtr, (ii) R/wall in Cement Morter (16x2.5) Mtr, (iii) R/wall in Cement Morter (16x3.0) Mtr, (iv) R/wall in Cement Morter (16x4.0)Mtr, (v) R/wall in RCC (M-20) of size (8x8) mtr, (vi) Lined drain of cross section area of 0.40 Sqm 61 Mtr with PCC 1:3:6, (vii) crash barrier- 138 Mtr, (d) Pavement work comprising preparation of sub grade in 12.00 Mtr width, GSBC 15 cm thick in 9.40 Mtr width, WMM 100 mm thick 01st layer in 9.10 Mtr width, WMM 75 mm thick two layers in 9.10 Mtr width, DBM 50 mm thick in 8.80 Mtr width and 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 requirement 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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