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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹91,645Accepted-Finance | ₹91,645 | L1 | Accepted-Finance 1ST LOWEST |
| 2 | L2₹97,000+₹5,355 (5.84%)Rejected-Finance | ₹97,000+₹5,355 (5.84%) | L2 | Rejected-Finance 2ND LOWEST |
| 3 | L3₹98,090+₹6,445 (7.03%)Rejected-Finance | ₹98,090+₹6,445 (7.03%) | L3 | Rejected-Finance 3RD LOWEST |
| 4 | L4₹1.3 L+₹38,355 (41.9%)Rejected-Finance | ₹1.3 L+₹38,355 (41.9%) | L4 | Rejected-Finance 4TH LOWEST |
| 5 | L5₹1.6 L+₹68,833.85 (75.1%)Rejected-Finance 0 EROO ARU GAM TA JALAPORE DI NAVSARI 814 NAVSARI GUJARAT 396450 UDYAM GJ 16 0010444 | NAVSARI | GUJARAT | 396450 | ₹1.6 L+₹68,833.85 (75.1%) | L5 | Rejected-Finance 5THJ LOWEST |
| Sl No | Description | Qty | Unit | GPS2 SURVEY ENGINEERING L3 | G.TECH INDIA L4 | C.R. ENGINEERING AND SURVEYS L2 | DISHA ENTERPRISE L5 | GEOCON INDIA L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 | 2 | L.S | 15,000 ₹30,000 | 13,000 ₹26,000 | 2,500 ₹5,000 | 22.84 ₹45.69 Lowest | 9,685 ₹19,370 |
| 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. | 1 | L.S | 1,000 ₹1,000 | 2,010 ₹2,010 | 500 ₹500 Lowest | 1,462 ₹1,462 | 1,000 ₹1,000 |
| 3.00 | Labour for making Bore-Holes of 150mm to 250 mm 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 drilling mud “Bentonite of suitable consistency” is used to prevent collapse of bore hole Depth 0m to 10m | 30 | Mtr | 550 ₹16,500 | 300 ₹9,000 | 250 ₹7,500 Lowest | 310.6 ₹9,318 | 500 ₹15,000 |
| 3.01 | Depth greater than 10 Mtr. and up to 20 Mtr. | 30 | Mtr | 550 ₹16,500 | 315 ₹9,450 | 250 ₹7,500 Lowest | 365.5 ₹10,965 | 500 ₹15,000 |
| 3.02 | Depth greater than 20 Mtr. and up to 30 Mtr. | 30 | Mtr | 550 ₹16,500 | 325 ₹9,750 | 275 ₹8,250 Lowest | 429.46 ₹12,883.8 | 500 ₹15,000 |
| 4.00 | A. Laboratory Investigation Liquid Limit as per IS 2720 (Part – V). | 16 | Each | 10 ₹160 Lowest | 200 ₹3,200 | 175 ₹2,800 | 319.81 ₹5,116.96 | 100 ₹1,600 |
| 4.01 | Plastic Limit as per IS 2720 (Part – V) | 18 | Each | 10 ₹180 Lowest | 200 ₹3,600 | 200 ₹3,600 | 319.81 ₹5,756.58 | 100 ₹1,800 |
| 4.02 | Grain size analysis by Sieving as per IS 2720 (Part – IV). | 18 | Each | 10 ₹180 Lowest | 350 ₹6,300 | 350 ₹6,300 | 484.28 ₹8,717.04 | 100 ₹1,800 |
| 4.03 | Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV). | 18 | Each | 10 ₹180 Lowest | 350 ₹6,300 | 300 ₹5,400 | 630.48 ₹11,348.64 | 100 ₹1,800 |
| 4.04 | Determination of Water Content as per IS 2720 (Part – II). | 18 | Each | 10 ₹180 Lowest | 140 ₹2,520 | 200 ₹3,600 | 127.92 ₹2,302.56 | 100 ₹1,800 |
Tender Value
Refer Docs
EMD Value
₹4,708
Closing Date
10 Aug 2026, 12:00 pmClosed
EX.ENGG.NORTH 24PGS.DIVN.S.S.P.W.DTE.BARASAT
N/70/2 Banamalipur Road Barasat North 24 Parganas.
Sub-soil Investigation for 3(three) nos bore holes for Construction of 01 (one) building less Community Health Centre (CHC) in under XV-FC HG for FY 2025-26. at Sundarpur BPHC under Bongaon Block
2026_WBPWD_5017459_2
WBSSPWD/EE/24PN/NIQ 04/2026_2027
Open Tender
CIVIL WORKS
Item Rate
15 days
Sundarpur
AS PER NIQ
5 documents required · 5 mandatory
₹4,708
Yes
31 Aug 2026
27 Jul 2026
12 Aug 2026
1 Aug 2026
10 Aug 2026
1 Aug 2026
| 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 | 4,755.4 | - |
| 2 | 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. | - | L.S | 4,755.4 | - |
| 3 | Labour for making Bore-Holes of 150mm to 250 mm 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 drilling mud “Bentonite of suitable consistency” is used to prevent collapse of bore hole Depth 0m to 10m | - | Mtr | 4,755.4 | - |
| 3.01 | Depth greater than 10 Mtr. and up to 20 Mtr. | - | Mtr | 4,755.4 | - |
| 3.02 | Depth greater than 20 Mtr. and up to 30 Mtr. | - | Mtr | 4,755.4 | - |
| 4 | A. Laboratory Investigation Liquid Limit as per IS 2720 (Part – V). | - | Each | 4,755.4 | - |
| 4.01 | Plastic Limit as per IS 2720 (Part – V) | - | Each | 4,755.4 | - |
| 4.02 | Grain size analysis by Sieving as per IS 2720 (Part – IV). | - | Each | 4,755.4 | - |
| 4.03 | Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV). | - | Each | 4,755.4 | - |
| 4.04 | Determination of Water Content as per IS 2720 (Part – II). | - | Each | 4,755.4 | - |
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