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Tender Value
₹23.6 Cr
EMD Value
₹15 L
Closing Date
10 Aug 2026, 4:00 pmDue tomorrow
CE PROJECT DEEPAK
Headquarters Chief Engineer Project Deepak
DESIGN CONST MAJ PMT BRIDGES 04 NOS OPEN FDN WITH STEEL SUP STR THROUGH TYPE 40 MTR SPAN OVER JUNGLE CAMP AT KM 74 PT 425 AND 45 MTR SPAN KARU AT KM 86PT 00 AND 55 MTR SPAN SUGALWAS AT KM 91PT410 AND4 0 MTR SPAN DHARWAS AT KM 130PT 970 ON SKTT ROAD
2026_BRO_778393_1
CE (P) DPK-02 of 2026-27
Open Tender
Civil Works
Works
730 days
AT KM 74 PT 425 TO 130PT 97 ON SKTT RD
As per Tender Document
9 documents required · 9 mandatory
₹0
₹15 L
Yes
SHIMLA
14 Jul 2026
14 Jul 2026
11 Aug 2026
14 Jul 2026
10 Aug 2026
23 Jul 2026
14 Jul 2026 - 21 Jul 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Bridge Work ( Jungle Camp Bridge) | |||||
| 1.1 | SSI, Design & drawing Including proof checking and Construction of 40 mtr span Major Pmt bridge on open foundation with Steel Truss over Jungle Camp Nallah at km 74.425 on Sansari-Killar-Thirot-Tandi (S-K-T-T) road under 94 RCC/38 BRTF road sector of project Deepak in Himachal Pradesh with single span arrangement as per NIT/IIT drawing and based on hydraulic data, ground data, special condition and Particular specification of the tender documents including plate load test, load testing of super-structure as specified, all preparatory works,construction of Abutment, foundation, POT & POT cum PTFE bearings, including design, launching/erection of staging works, if required , wearing coat having non skid surface, Strip seal expansion Joints, RCC hand rails, footpaths, kerbs , crash barriers, guard post, drainage system with drainage spouts, service arrangement for utilities, 1.5 mtr wide footpath both side, casting of abutment cap, dirt wall, Return wall , backfilling behind the abutment cap and dirt wall up to deck level, painting, protective work, temporary river training work and diversion and all other items of works required necessary to complete construction of bridge including curing and excluding approach slab and approaches of road work all specified in particular specification of contrac | 1 | Lump sum | - | - |
| 1.2 | Formation work of approaches both side ( Jungle Camp)
Rough Excavation in HR | 7,466 | Cum | - | - |
| 2Bridge Work (Karu Bridge) | |||||
| 2.1 | SSI, Design & drawing Including proof checking and Construction of 45 mtr span Major Pmt bridge on open foundation with Steel Super Structure (Through Type) over Karu Nallah at km 86.00 on Sansari-Killar-Thirot-Tandi (S-K-T-T) road under 94 RCC/38 BRTF road sector of project Deepak in Himachal Pradesh with single span arrangement as per NIT/IIT drawing and based on hydraulic data, ground data, special condition and Particular specification of the tender documents including plate load test, load testing of super-structure as specified, all preparatory works,construction of Abutment, foundation, POT & POT cum PTFE bearings, including design, launching/erection of staging works, if required , wearing coat having non skid surface, Strip seal expansion Joints, RCC hand rails, footpaths, kerbs , crash barriers, guard post, drainage system with drainage spouts, service arrangement for utilities, 1.5 mtr wide footpath both side, casting of abutment cap, dirt wall, Return wall , backfilling behind the abutment cap and dirt wall up to deck level, painting, protective work, temporary river training work and diversion and all other items of works required necessary to complete construction of bridge including curing and excluding approach slab and approaches of road work all specified in particular specification of contract. | 1 | Lump sum | - | - |
| 2.2 | Formation work of approaches both side (Karu Bridge)
Rough Excavation in HR | 10,888 | Cum | - | - |
| 3Bridge Work (Sugalwas Bridge) | |||||
| 3.1 | SSI, Design & drawing Including proof checking and Construction of 55 mtr span Major Pmt bridge on open foundation with Steel Super Structure (Through Type) over Sugalwas Nallah at km 91.410 on Sansari-Killar-Thirot-Tandi (S-K-T-T) road under 94 RCC/38 BRTF road sector of project Deepak in Himachal Pradesh with single span arrangement as per NIT/IIT drawing and based on hydraulic data, ground data, special condition and Particular specification of the tender documents including plate load test, load testing of super-structure as specified, all preparatory works,construction of Abutment, foundation, POT & POT cum PTFE bearings, including design, launching/erection of staging works, if required , wearing coat having non skid surface, Strip seal expansion Joints, RCC hand rails, footpaths, kerbs , crash barriers, guard post, drainage system with drainage spouts, service arrengement for utilites, 1.5 mtr wide footpath both side, casting of abutment cap, dirt wall, Return wall , backfilling behind the abutment cap and dirt wall up to deck level, painting, protective work, temporary river training work and diversion and all other items of works required necessary to complete construction of bridge including curing and excluding approach slab and approaches of road work all specified in particular specification of contract. | 1 | Lump sum | - | - |
| 3.2 | Formation work of approaches both side (Sugalwas Bridge)
Rough Excavation in HR | 2,260 | Cum | - | - |
| 4Bridge Work (Dharwas Bridge) | |||||
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