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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.4 LAccepted-Finance | ₹2.4 L | 1 | Accepted-Finance LOWEST BIDDER |
| 2 | 2₹4.0 L+₹1.7 L (68.8%)Rejected-Finance | ₹4.0 L+₹1.7 L (68.8%) | 2 | Rejected-Finance REJECTED |
| 3 | 3₹4.6 L+₹2.2 L (92.2%)Rejected-Finance | ₹4.6 L+₹2.2 L (92.2%) | 3 | Rejected-Finance REJECTED |
| 4 | 4₹6.0 L+₹3.6 L (151.7%)Rejected-Finance | ₹6.0 L+₹3.6 L (151.7%) | 4 | Rejected-Finance REJECTED |
| 5 | 5₹9.1 L+₹6.7 L (277.6%)Rejected-Finance | ₹9.1 L+₹6.7 L (277.6%) | 5 | Rejected-Finance REJECTED |
| Sl No | Description | Qty | Unit | TECHNOMA(I) L3 | GEOTEST ENGINEERS PVT. LTD. L2 | R B TESTING L4 | K S GROUP L1 | M/S BHOOMI TESTING LABORATORY L6 | G. MITRA & ASSOCIATES L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Mobilisation Charges of all tools & Plants along withaccessories, 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 | 1 | No | 57,000 ₹57,000 | 40,000 ₹40,000 | 20,000 ₹20,000 Lowest | 29,795 ₹29,795 | 25,000 ₹25,000 | 1,50,000 ₹1,50,000 |
| 2.00 | Carriage of all Disturbed & Undisturbed Samples from site of work to the Divisional office or elsewhere including loading and unloading as per direction of Engineer-in-Charge. Detailed Investigation. | 3 | No | 2,500 ₹7,500 | 1,500 ₹4,500 Lowest | 3,000 ₹9,000 | 1,906 ₹5,718 | 10,000 ₹30,000 | 5,000 ₹15,000 |
| 3.00 | 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. -When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn) -Depth 0m to 10m | 50 | Mtr. | 595 ₹29,750 | 425 ₹21,250 | 1,200 ₹60,000 | 405 ₹20,250 Lowest | 4,000 ₹2,00,000 | 2,000 ₹1,00,000 |
| 3.01 | Depth greater than 10m and upto 20m | 50 | Mtr. | 640 ₹32,000 | 475 ₹23,750 Lowest | 1,500 ₹75,000 | 477 ₹23,850 | 4,000 ₹2,00,000 | 2,500 ₹1,25,000 |
| 3.02 | Depth greater than 20m and upto 30m | 50 | Mtr. | 700 ₹35,000 | 525 ₹26,250 Lowest | 1,800 ₹90,000 | 560 ₹28,000 | 4,000 ₹2,00,000 | 3,000 ₹1,50,000 |
| 3.03 | Depth greater than 30m and upto 40m | 50 | Mtr. | 750 ₹37,500 | 575 ₹28,750 | 2,200 ₹1,10,000 | 10 ₹500 Lowest | 4,000 ₹2,00,000 | 3,000 ₹1,50,000 |
| 4.00 | Laboratory Investigation: -Liquid Limit as per IS 2720 (Part – V). | 25 | Mtr. | 190 ₹4,750 | 120 ₹3,000 | 50 ₹1,250 Lowest | 418 ₹10,450 | 350 ₹8,750 | 250 ₹6,250 |
| 4.01 | Plastic Limit as per IS 2720 (Part – V) | 25 | Mtr. | 190 ₹4,750 | 120 ₹3,000 | 50 ₹1,250 Lowest | 418 ₹10,450 | 350 ₹8,750 | 250 ₹6,250 |
| 4.02 | Grain size analysis by Sieving as per IS 2720 (Part – IV). | 25 | Mtr. | 250 ₹6,250 | 225 ₹5,625 | 200 ₹5,000 Lowest | 632 ₹15,800 | 350 ₹8,750 | 250 ₹6,250 |
| 4.03 | Grain size analysis by Hydrometer Method as per IS 2720 (Part-IV) | 25 | Mtr. | 300 ₹7,500 | 375 ₹9,375 | 200 ₹5,000 | 10 ₹250 Lowest | 350 ₹8,750 | 250 ₹6,250 |
Tender Value
Refer Docs
EMD Value
₹10,000
Closing Date
10 Aug 2026, 2:00 pmClosed
Assistant Engineer PWD, Slg Contn Sub Divn-II
NEAR 2ND MAHANANDA BRIDGE AIRVIEW MORE SILIGURI
Geotechnical Sub-Soil investigation for the proposed Construction of new GIV storied building and Annew building etc
2026_WBPWD_5017295_1
WB/PWD/AE/SCSDII/NIQ02/2026-27
Open Tender
Miscellaneous Services
Item Rate
SILIGURI
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
25 Aug 2026
29 Jul 2026
14 Aug 2026
30 Jul 2026
10 Aug 2026
1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Mobilisation Charges of all tools & Plants along withaccessories, 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 | |||||
| 2Carriage of all Disturbed & Undisturbed Samples from site of work to the Divisional office or elsewhere including loading and unloading as per direction of Engineer-in-Charge. Detailed Investigation. | |||||
| 3Labour 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. -When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn) -Depth 0m to 10m | |||||
| 3.01 | Depth greater than 10m and upto 20m | - | Mtr. | - | - |
| 3.02 | Depth greater than 20m and upto 30m | - | Mtr. | - | - |
| 3.03 | Depth greater than 30m and upto 40m | - | Mtr. | - | - |
| 4Laboratory Investigation: -Liquid Limit as per IS 2720 (Part – V). | |||||
| 4.01 | Plastic Limit as per IS 2720 (Part – V) | - | Mtr. | - | - |
| 4.02 | Grain size analysis by Sieving as per IS 2720 (Part – IV). | - | Mtr. | - | - |
| 4.03 | Grain size analysis by Hydrometer Method as per IS 2720 (Part-IV) | - | Mtr. | - | - |
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