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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.4 LAdmitted-Finance 86 HARIDAS DUTTA ROAD JAYNAGAR DIST SOUTH 24 PARGANAS PIN 743337 | 24 PARAGANAS SOUTH | WEST BENGAL | 743337 | L1 | Admitted-Finance | ||
| 2 | L2₹8.0 L+₹60,593.02 (8.16%)Admitted-Finance DIAMOND HARBOUR ROAD FATEPUR 24 PGS SOUTH PIN 743513 | FATEPUR | SOUTH 24 PARGANAS | WEST BENGAL | 743513 | L2 | Admitted-Finance | ||
| 3 | L3₹10.3 L+₹2.9 L (38.6%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
₹15.1 L
EMD Value
₹30,297
Closing Date
8 Jun 2026, 12:30 pmClosed
EXECUTIVE ENGINEER
OFFICE OF THE EXECUTIVE ENGINEER MIDNAPORE HIGHWAY DIVISION P.W.(ROADS) DIRECTORATE, SAHID MANGAL PANDEY SARANI, MIDNAPORE PASHIM MEDINIPUR, PIN-721101
Sub Soil investigation in connection with Construction of proposed bridge over river Keleghai at Katakhali 13th km of Sabong to Mohar Road under Midnapore Highway Division
2026_WBPWD_5014364_1
WBPWD/RD/EE/MHD/NIT2/26-27
Open Tender
CIVIL WORKS
Percentage
60 days
MIDNAPORE
Please refer Tender documents.
4 documents required · 4 mandatory
₹30,297
9 Jul 2026
21 May 2026
10 Jun 2026
24 May 2026
8 Jun 2026
25 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Mobilisation Charges of all tools & Plants along with
accessories, material, labour, supervision etc. at site
of work required in connection with boring and
testing work, including setting up boring rigs and
shifting to different Bore-hole points etc. and also
including withdrawal of same from the site after
completion of work, complete as per direction of
Engineer-in-Charge. Detailed Investigation | - | L.S | 25,000 | - |
| 2 | Labour for making Bore-Holes of 150mm to 250mm
dia. by any standard method to any depth below
ground level / bed level in all kinds of soil like clay, ,
silt, sand, stiff clay, mixed soils etc. except rocks (for
the purpose of collecting Disturbed & Un disturbed
soil samples, conducting Standard Penetration Test
at suitable intervals etc.) including preparation and
submission of bore-log as per IRC : 75 and 78 and
Clause 2400 of Specifications for Road & Bridge
Works (5th Revision), Published by IRC, and also
including hire charges of tools and plants complete
as per the direction of Engineer-in-Charge.
a) When Casing pipe is used to prevent collapse of
bore hole (casing pipe to be finally withdrawn) Depth 0.00 m to 10.00 m | - | Mtr | 340 | - |
| 3 | Labour for making Bore-Holes of 150mm to 250mm
dia. by any standard method to any depth below
ground level / bed level in all kinds of soil like clay, ,
silt, sand, stiff clay, mixed soils etc. except rocks (for
the purpose of collecting Disturbed & Un disturbed
soil samples, conducting Standard Penetration Test
at suitable intervals etc.) including preparation and
submission of bore-log as per IRC : 75 and 78 and
Clause 2400 of Specifications for Road & Bridge
Works (5th Revision), Published by IRC, and also
including hire charges of tools and plants complete
as per the direction of Engineer-in-Charge.
a) When Casing pipe is used to prevent collapse of
bore hole (casing pipe to be finally withdrawn) Depth greater than 10m and upto 20m | - | Mtr | 400 | - |
| 4 | Labour for making Bore-Holes of 150mm to 250mm
dia. by any standard method to any depth below
ground level / bed level in all kinds of soil like clay, ,
silt, sand, stiff clay, mixed soils etc. except rocks (for
the purpose of collecting Disturbed & Un disturbed
soil samples, conducting Standard Penetration Test
at suitable intervals etc.) including preparation and
submission of bore-log as per IRC : 75 and 78 and
Clause 2400 of Specifications for Road & Bridge
Works (5th Revision), Published by IRC, and also
including hire charges of tools and plants complete
as per the direction of Engineer-in-Charge.
a) When Casing pipe is used to prevent collapse of
bore hole (casing pipe to be finally withdrawn) Depth greater than 20 m and upto 30 m | - | Mtr | 470 | - |
| 5 | Labour for making Bore-Holes of 150mm to 250mm
dia. by any standard method to any depth below
ground level / bed level in all kinds of soil like clay, ,
silt, sand, stiff clay, mixed soils etc. except rocks (for
the purpose of collecting Disturbed & Un disturbed
soil samples, conducting Standard Penetration Test
at suitable intervals etc.) including preparation and
submission of bore-log as per IRC : 75 and 78 and
Clause 2400 of Specifications for Road & Bridge
Works (5th Revision), Published by IRC, and also
including hire charges of tools and plants complete
as per the direction of Engineer-in-Charge.
a) When Casing pipe is used to prevent collapse of
bore hole (casing pipe to be finally withdrawn) Depth greater than 30 m and upto 40 m | - | Mtr | 550 | - |
| 6 | Labour for making Bore-Holes of 150mm to 250mm
dia. by any standard method to any depth below
ground level / bed level in all kinds of soil like clay, ,
silt, sand, stiff clay, mixed soils etc. except rocks (for
the purpose of collecting Disturbed & Un disturbed
soil samples, conducting Standard Penetration Test
at suitable intervals etc.) including preparation and
submission of bore-log as per IRC : 75 and 78 and
Clause 2400 of Specifications for Road & Bridge
Works (5th Revision), Published by IRC, and also
including hire charges of tools and plants complete
as per the direction of Engineer-in-Charge.
a) When Casing pipe is used to prevent collapse of
bore hole (casing pipe to be finally withdrawn) Depth greater than 40 m and upto 50 m | - | Mtr | 650 | - |
| 7 | Labour for making Bore-Holes of 150mm to 250mm
dia. by any standard method to any depth below
ground level / bed level in all kinds of soil like clay, ,
silt, sand, stiff clay, mixed soils etc. except rocks (for
the purpose of collecting Disturbed & Un disturbed
soil samples, conducting Standard Penetration Test
at suitable intervals etc.) including preparation and
submission of bore-log as per IRC : 75 and 78 and
Clause 2400 of Specifications for Road & Bridge
Works (5th Revision), Published by IRC, and also
including hire charges of tools and plants complete
as per the direction of Engineer-in-Charge.
b) When drilling mud “Bentonite of suitable
consistency” is used to prevent collapse of bore
hole. Depth greater than 0.00 m and upto 10.00 m | - | Mtr | 290 | - |
| 8 | Labour for making Bore-Holes of 150mm to 250mm
dia. by any standard method to any depth below
ground level / bed level in all kinds of soil like clay, ,
silt, sand, stiff clay, mixed soils etc. except rocks (for
the purpose of collecting Disturbed & Un disturbed
soil samples, conducting Standard Penetration Test
at suitable intervals etc.) including preparation and
submission of bore-log as per IRC : 75 and 78 and
Clause 2400 of Specifications for Road & Bridge
Works (5th Revision), Published by IRC, and also
including hire charges of tools and plants complete
as per the direction of Engineer-in-Charge.
b) When drilling mud “Bentonite of suitable
consistency” is used to prevent collapse of bore
hole. Depth greater than 10 m and upto 20 m | - | Mtr | 350 | - |
| 9 | Labour for making Bore-Holes of 150mm to 250mm
dia. by any standard method to any depth below
ground level / bed level in all kinds of soil like clay, ,
silt, sand, stiff clay, mixed soils etc. except rocks (for
the purpose of collecting Disturbed & Un disturbed
soil samples, conducting Standard Penetration Test
at suitable intervals etc.) including preparation and
submission of bore-log as per IRC : 75 and 78 and
Clause 2400 of Specifications for Road & Bridge
Works (5th Revision), Published by IRC, and also
including hire charges of tools and plants complete
as per the direction of Engineer-in-Charge.
b) When drilling mud “Bentonite of suitable
consistency” is used to prevent collapse of bore
hole. Depth greater than 20 m and upto 30 m | - | Mtr | 420 | - |
| 10 | Labour for making Bore-Holes of 150mm to 250mm
dia. by any standard method to any depth below
ground level / bed level in all kinds of soil like clay, ,
silt, sand, stiff clay, mixed soils etc. except rocks (for
the purpose of collecting Disturbed & Un disturbed
soil samples, conducting Standard Penetration Test
at suitable intervals etc.) including preparation and
submission of bore-log as per IRC : 75 and 78 and
Clause 2400 of Specifications for Road & Bridge
Works (5th Revision), Published by IRC, and also
including hire charges of tools and plants complete
as per the direction of Engineer-in-Charge.
b) When drilling mud “Bentonite of suitable
consistency” is used to prevent collapse of bore
hole. Depth greater than 30 m and upto 40 m | - | Mtr | 470 | - |
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