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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 CrAccepted-AOC 366 GIANI ZAIL SINGH NAGAR ROPAR PB 140001 | ROPAR | ROPAR | PUNJAB | 140001 | L1 | Accepted-AOC Rates are lower than L2 bidder and justified | |
| 2 | L2₹10.9 Cr+₹11.8 L (1.10%)Rejected-Finance | L2 | Rejected-Finance Rates are greater than L1 for Part I, hence not accepted. | |
| 3 | Rejected-Technical | - | Rejected-Technical Technically Not viable | |
| 4 | Rejected-Technical DEVELOPMENT OF A SITE RO AT RAVI UDGIR DEGLOOR STRETCH DIST NANDED UNDER MAHARASHTRA STATE OFFICE | - | Rejected-Technical Technically Not viable |
| Sl No | Description | Qty | Unit | GARG & GARG CO L1 | Messrs Tama Fabrication Works L2 |
|---|---|---|---|---|---|
| 1.00PART-I Design including Proof Checking and Construction of Steel Superstructure (Through Type) Major Permanent Bridge | |||||
| 1.01 | Design & Drawing including proof checking by IIT and approval by RBAT Dte of HQ DBGR, construction of 60 m Span Steel Superstructure (Through Type) Maj Pmt Bridge including both abutments on open foundation, abutments cap, dirt wall to abutments, approach slab on both side approaches at KM 249.00 on NIMU- PADAM-DARCHA road under 126 RCC Sector under 13 BRTF in Ladakh (UT) under Project Yojak, as per NIT drawing based on hydraulic data, ground data, Special condition, Particular specification of the tender document, including casting of foundations, sub structure of abutments, load test of super structure as specified, all preparatory works, POT and POT cum PTFE bearings, Seismic arresters on abutment cap at appropriate place, steel truss superstructure (through type) including design with RCC Deck slab including launching/erection of staging work if required, RCC deck Slab ,Wearing coat having nonskid surface, strip seal expansion joints, steel railings, Kerbs, Metal crash barrier, guard posts, drainage arrangement over carriage way and footpath, service arrangement for utilities, painting with non-corrosive paint with cold galvanized painting popularly known as zinga coating painting as per fifth revision of MORTH ( specifications for road and bridges ) to all exposed steel works and kerbs, 1.50 mtr wide foot path both sides and all other items of work required and necessary for the complete construction of the bridge including curing but excluding works on approaches and approach slab.
Drg No.: Drg No. B-2807/RBAT Dte/YJK/2025 dated 18 Mar 2025 sheet No. 2 and General Arrangement Drawing of proposed bridge site | 1 | Nos | 7,99,00,000 ₹7,99,00,000 Lowest | 8,55,00,000 ₹8,55,00,000 |
| 1.20Approaches | |||||
| 1.20 | Rough excavation in soil/soil mix boulders getting out and disposing all excavated material | 720 | Cum | 400 ₹2,88,000 Lowest | 610 ₹4,39,200 |
| 1.20 | Earth work in embankment by filling with earth free from roots etc. spreading in layers not exceeding 30 cm including watering and finishing to req slope and level not exceeding 1.5 m high above the base in ordinary soil in hill roads where cut and fill method is adopted | 3,004.55 | Cum | 550 ₹16,52,503 Lowest | 1,000 ₹30,04,550 |
| 1.20 | For every additional 1.5 m lift or part thereof beyond the initial lift of 1.5 m in ordinary soil (applicable for item F701 & F 702 where earth is taken from borrow pit ) 1st lift | 3,004.55 | Cum | 850 ₹25,53,868 Lowest | 1,200 ₹36,05,460 |
| 1.20 | For every additional 1.5 m lift or part thereof beyond the initial lift of 1.5 m in ordinary soil (applicable for item F701 & F 702 where earth is taken from borrow pit ) 2nd lift | 1,001.24 | Cum | 999 ₹10,00,239 Lowest | 1,400 ₹14,01,736 |
| 1.21 | Excavation in trenches not exceeding 1.2 m width and 1.5 m depth in soil/soil mixed with boulders (SMB) , including dressing and sides getting out and disposing all excavated material lead upto 6m and lift upto 1.5m (by manual means) | 845.42 | Cum | 380 ₹3,21,260 Lowest | 555 ₹4,69,208 |
| 1.21 | PCC 1:4:8 (1 cement :4 sand : 8 stone aggregate of size 4 cm graded downwards ) in foundation or elsewhere (excluding the cost of centering & shuttering) | 141.94 | Cum | 11,500 ₹16,32,310 | 9,995 ₹14,18,690 Lowest |
| 1.21 | PCC 1:3:6 (1 cement :3 sand : 6 stone aggregate of size 4 cm graded downwards ) in foundation or elsewhere (excluding the cost of centering & shuttering) | 894.85 | Cum | 12,200 ₹1,09,17,170 | 10,483 ₹93,80,713 Lowest |
Tender Value
₹10.8 Cr
EMD Value
₹9.3 L
Closing Date
7 Jun 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer Project Yojak
HQ CE Project Yojak Near Solang Valley Manali Distt Kullu Himachal Pradesh 175103
DESIGN CONSTRN OF 60 MTR MAJ PMT BR WITH STEEL SUPERSTRUCTURE AT KM 249 AND 20 MTR STEEL GIRDER TYPE SUPERSTRUCTURE AT KM 185.2 ON OPEN FDN INCL SSI AND PROOF CHECK OF DESIGN DRG FM IIT AT INCL APPROACH RD ON NPD RD UNDER 126RCC 13TF YOJAK IN LADAKH
2025_BRO_707495_1
CE (P) YJK - 02 of 2025-26
Open Tender
Civil Works
Item Rate
540 days
At Km 249.00 and Km 185.200 on NPD Rd under 126 R
As per tender documents
8 documents required · 8 mandatory
₹0
₹9.3 L
Yes
HQ CE Project Yojak Near Solang Valley Manali Dist
6 Jan 2026
9 May 2025
16 Jun 2025
9 May 2025
7 Jun 2025
31 May 2025
12 May 2025 - 22 May 2025
20 May 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PART-I Design including Proof Checking and Construction of Steel Superstructure (Through Type) Major Permanent Bridge | |||||
| 1.01 | Design & Drawing including proof checking by IIT and approval by RBAT Dte of HQ DBGR, construction of 60 m Span Steel Superstructure (Through Type) Maj Pmt Bridge including both abutments on open foundation, abutments cap, dirt wall to abutments, approach slab on both side approaches at KM 249.00 on NIMU- PADAM-DARCHA road under 126 RCC Sector under 13 BRTF in Ladakh (UT) under Project Yojak, as per NIT drawing based on hydraulic data, ground data, Special condition, Particular specification of the tender document, including casting of foundations, sub structure of abutments, load test of super structure as specified, all preparatory works, POT and POT cum PTFE bearings, Seismic arresters on abutment cap at appropriate place, steel truss superstructure (through type) including design with RCC Deck slab including launching/erection of staging work if required, RCC deck Slab ,Wearing coat having nonskid surface, strip seal expansion joints, steel railings, Kerbs, Metal crash barrier, guard posts, drainage arrangement over carriage way and footpath, service arrangement for utilities, painting with non-corrosive paint with cold galvanized painting popularly known as zinga coating painting as per fifth revision of MORTH ( specifications for road and bridges ) to all exposed steel works and kerbs, 1.50 mtr wide foot path both sides and all other items of work required and necessary for the complete construction of the bridge including curing but excluding works on approaches and approach slab.
Drg No.: Drg No. B-2807/RBAT Dte/YJK/2025 dated 18 Mar 2025 sheet No. 2 and General Arrangement Drawing of proposed bridge site | 1 | Nos | - | - |
| 1.2 | Approaches | - | - | - | - |
| 1.201 | Rough excavation in soil/soil mix boulders getting out and disposing all excavated material | 720 | Cum | - | - |
| 1.202 | Earth work in embankment by filling with earth free from roots etc. spreading in layers not exceeding 30 cm including watering and finishing to req slope and level not exceeding 1.5 m high above the base in ordinary soil in hill roads where cut and fill method is adopted | 3,004.55 | Cum | - | - |
| 1.203 | For every additional 1.5 m lift or part thereof beyond the initial lift of 1.5 m in ordinary soil (applicable for item F701 & F 702 where earth is taken from borrow pit ) 1st lift | 3,004.55 | Cum | - | - |
| 1.204 | For every additional 1.5 m lift or part thereof beyond the initial lift of 1.5 m in ordinary soil (applicable for item F701 & F 702 where earth is taken from borrow pit ) 2nd lift | 1,001.24 | Cum | - | - |
| 1.205 | Excavation in trenches not exceeding 1.2 m width and 1.5 m depth in soil/soil mixed with boulders (SMB) , including dressing and sides getting out and disposing all excavated material lead upto 6m and lift upto 1.5m (by manual means) | 845.42 | Cum | - | - |
| 1.206 | PCC 1:4:8 (1 cement :4 sand : 8 stone aggregate of size 4 cm graded downwards ) in foundation or elsewhere (excluding the cost of centering & shuttering) | 141.94 | Cum | - | - |
| 1.207 | PCC 1:3:6 (1 cement :3 sand : 6 stone aggregate of size 4 cm graded downwards ) in foundation or elsewhere (excluding the cost of centering & shuttering) | 894.85 | Cum | - | - |
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