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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-Finance | ₹5.9 L | L1 | Accepted-Finance Work of contract will be awarded |
| 2 | L2₹7.8 LRejected-Finance BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | SHIMLA | HIMACHAL PRADESH | 171001 | ₹7.8 L | L2 | Rejected-Finance Being L 2 |
| 3 | L3₹8.5 LRejected-Finance VILL MANOH P O BASSI TEH JOGINDER NAGAR DISTT MANDI H P | JOGINDER NAGAR | MANDI | HIMACHAL PRADESH | ₹8.5 L | L3 | Rejected-Finance Being L3 |
| 4 | Not Admitted-Fee/PreQual/Technical GOVT ELECTRICAL CONTRACTOR C VILLAGE HAT PO BAJAURA TEHSIL BHUNTAR DISTRICT KULLU HP 175125 | KULLU | HIMACHAL PRADESH | 175125 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | salman L1 | CHAMEL SINGH L3 | SURESH KUMAR L2 |
|---|---|---|---|---|---|---|
| 1.10 | Earth work in excavation by mechanical means(Hydraulic
excavator)/manual means in foundation and trenches
(exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on
plan) including getting out and disposal of excavated earth all
lead lift and sorting out useful and unuseful material and
transportation of unuseful material for disposing at dumping
site(To be arranged by contractor) as
Directed by Engineer-in-charge.
All kind of soils | 65.12 | cum | 144.19 ₹9,389.65 | 171 ₹11,135.52 | 145 ₹9,442.40 |
| 1.20 | Laying, spreading and compacting stone aggregate of
specified sizes to WBM specifications in uniform
thickness, hand picking, rolling with 3 wheeled
road/vibratory roller 8-10 tonne capacity in stages to
proper grade and camber, applying and brooming
requisite type of screening / binding material to fill up
intersticesof coarse aggregate, watering and
compacting to the required density ( G-I) | 32.56 | cum | 332.48 ₹10,825.55 | 300 ₹9,768 | 208 ₹6,772.48 |
| 1.30 | Preparation and consolidation of sub grade with power road
roller of 8 to 12 tonne capacity after excavating earth to an
average of 22.5 cm depth, dressing to camber and consolidating
with road roller including making good the undulations etc. and
re-rolling the sub grade and disposal of surplus earthwith lead
upto 50 metres. | 217.08 | Sqm | 71.69 ₹15,562.47 | 70 ₹15,195.60 | 45 ₹9,768.60 |
| 1.50 | Providing and laying in position cement concrete of
specified grade excluding the cost of centering and
shuttering - All work up to plinth level
1:2:4 (1 cement : 2 coarse sand) : 4 graded
stone aggregate 20 mm nominal size) | 16.28 | Cum | 5,076.2 ₹82,640.54 | 5,200 ₹84,656 | 3,000 ₹48,840 |
| 1.60 | Providing and laying 20cm thick fine dressed stone flooring over
20mm (average) thick base of cement mortar 1:5 (1cement
5course sand) with joints finished flush complete including
carriage of materials within all leads and lifts as directed by the
Engineer-in charge. | 217.08 | Sqm | 2,189.14 ₹4.8 L | 3,360 ₹7.3 L | 3,260 ₹7.1 L |
Tender Value
₹9.9 L
EMD Value
₹30,000
Closing Date
16 Apr 2026, 5:00 pmClosed
DFO Shimla RURAL
Mist chamber khallini Shimla Rural
Construction of dressed sandstone cobbled pavement with base and sub-base preparation at EDC Kamyana Tara Devi range.
2026_FD_133607_1
01/2026-27
Open Tender
Civil Works
60 days
Kamyana
As per tender document
7 documents required · 7 mandatory
₹500
Payable To DFO Shimla Rural
₹30,000
21 Apr 2026
7 Apr 2026
17 Apr 2026
7 Apr 2026
16 Apr 2026
7 Apr 2026
7 Apr 2026 - 16 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1.1 | Earth work in excavation by mechanical means(Hydraulic
excavator)/manual means in foundation and trenches
(exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on
plan) including getting out and disposal of excavated earth all
lead lift and sorting out useful and unuseful material and
transportation of unuseful material for disposing at dumping
site(To be arranged by contractor) as
Directed by Engineer-in-charge.
All kind of soils | - | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 1.2 | Laying, spreading and compacting stone aggregate of
specified sizes to WBM specifications in uniform
thickness, hand picking, rolling with 3 wheeled
road/vibratory roller 8-10 tonne capacity in stages to
proper grade and camber, applying and brooming
requisite type of screening / binding material to fill up
intersticesof coarse aggregate, watering and
compacting to the required density ( G-I) | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.3 | Preparation and consolidation of sub grade with power road
roller of 8 to 12 tonne capacity after excavating earth to an
average of 22.5 cm depth, dressing to camber and consolidating
with road roller including making good the undulations etc. and
re-rolling the sub grade and disposal of surplus earthwith lead
upto 50 metres. | - | Sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 1.5 | Providing and laying in position cement concrete of
specified grade excluding the cost of centering and
shuttering - All work up to plinth level
1:2:4 (1 cement : 2 coarse sand) : 4 graded
stone aggregate 20 mm nominal size) | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.6 | Providing and laying 20cm thick fine dressed stone flooring over
20mm (average) thick base of cement mortar 1:5 (1cement
5course sand) with joints finished flush complete including
carriage of materials within all leads and lifts as directed by the
Engineer-in charge. | - | Sqm | - | - | BI01010001010000000000000515BI0100001117 |
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