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Tender Value
₹8.8 Cr
EMD Value
₹7.7 L
Closing Date
7 Sept 2026, 4:00 pm
Chief Engineer Project Deepak
HQ CE PROJECT DEEPAK, CHAKKER BARRIER, HARI NAGAR SHIMLA.
PERMANENT AND SURFACING WORKS FOR FLOOD DAMAGE RESTORATION WORKS 2025 26 BETWEEN KM 1 PT 770 TO KM 5 PT 700 ON MANALI SARCHU ROAD UNDER 70 RCC 38 BRTF ROAD SECTOR OF PROJECT DEEPAK IN HIMACHAL PRADESH STATE
2026_BRO_784184_1
CE (P)DPK06 OF 2026-27
Open Tender
Civil Works
Works
365 days
Manali Sarchu Road
As per Tender Document
9 documents required · 9 mandatory
₹0
₹7.7 L
Yes
Shimla
12 Aug 2026
12 Aug 2026
8 Sept 2026
12 Aug 2026
7 Sept 2026
20 Aug 2026
12 Aug 2026 - 18 Aug 2026
14 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SURFACING WORKS ALTITUDE BELOW 2101 MTR LOC KM 2.360 TO KM 2.400 | |||||
| 1.01 | Non Frost Susceptible Stone Base (NFSSB) 150 mm thick in two layers ( 150 mm+ 150mm=300 mm thick) | 42.1 | 10 Sqm | 10 | ₹421 |
| 1.02 | Providing crushed stone aggregate (CSB) 75 mm thick in two layers ( 75mm+75mm=150mm thick), depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 405 of MoRT&H specifications to form a layer of sub-base/base. | 41.2 | 10 Sqm | 10 | ₹412 |
| 1.03 | Providing and laying 75mm thick DBM layer, precoated stone aggregate physical requirements/grading/mix composition as per Table - 500-8/9/10 respectively of MORt&H specifications for road and bridge works with 4.5% asphalt VG-10 penetration grade as per MoRT&H data book and rolled to the required specification. | 20 | 10 Sqm | 10 | ₹200 |
| 1.04 | Providing and laying 40 mm thick AC/BC on Bituminous Concrete layer with precoated stone chips grading confirming to Table:500-17 and mix satisfying the physical requirement of table 500-16 of MORT&H specifications, mixed with 5.4% binder asphalt VG-10 penetration grade by weight of total mix and 2% cement by weight of mix ( for filler) all as specified as per MoRT&H data book | 20 | 10 Sqm | 10 | ₹200 |
| 1.05 | Providing and applying Primer Coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 7.50 Kg per 10 sqm (using BPD with manual labour) | 20 | 10 Sqm | 10 | ₹200 |
| 1.06 | Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor @ 2.50 Kg/10 Sqm on prepared bituminous /granular surface cleaned with mechanical broom, all complete as per clause 503 of MoRT&H specifications. | 20 | 10 Sqm | 10 | ₹200 |
| 2SURFACING WORK ALTITUDE BET (2101-2400) MTR LOC KM 3.900 TO KM 3.948 | |||||
| 2.01 | Non Frost Susceptible Stone Base (NFSSB) 150 mm thick in two layers (150 mm+ 150mm=300 mm thick) | 50.88 | 10 Sqm | 10 | ₹508.8 |
| 2.02 | Providing crushed stone aggregate (CSB) 75 mm thick in two layer ( 75mm+75mm=150mm thick), depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 405 of MoRT&H specifications to form a layer of sub-base/base. | 49.44 | 10 Sqm | 10 | ₹494.4 |
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