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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.3 LAccepted-AOC | ₹38.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹57.6 L+₹19.3 L (50.4%)Rejected-AOC | ₹57.6 L+₹19.3 L (50.4%) | L2 | Rejected-AOC L2 |
| 3 | L3₹64.1 L+₹25.9 L (67.6%)Rejected-Finance | ₹64.1 L+₹25.9 L (67.6%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | R B TESTING L2 | Kristi Engineering Services Private Limited L3 | SILICON VALLY CONSULTANCY L1 |
|---|---|---|---|---|---|---|
| 1.00 | Sub soil investigation in any type of soil including mobilization, boring, relevant field and laboratory testing (as per relevant IS codes of practice and as pert direction of Engineer-in-charge) with submission of reports in 6 copies including CD of Still Photographa & Video of each site etc. all complete containing the recommendation for foundation. (both shallow and deep foundation)
A) For Soil Boring (Approx Quantity)
(Following tests to be conducted for disturbed and undisturbed sample as per soil strata)
(Quoted rate should be incorporated with 18% GST)
a) For Building Works & Road Works
i) Grain size analysis (Sieve and Hydrometer)
ii) Atterbeng Limits (LL,PL)
iii) Dry Bulk Density
iv) Moisture Content
v) Specific Content
vi) Triaxial Text / Direct Shear Teat
vii) Unconfined Compression Text
viii) Consilidation Text | 3,672 | Per mtr. Length | 1,348 ₹49,49,856 | 1,475 ₹54,16,200 | 850 ₹31,21,200 Lowest |
| 1.01 | b) For Road Work (Approx Quantity)
i) Grain size analysis (Sieve and Hydrometer)
ii) Atterbeng Limits (LL,PL)
iii) Field density along with proctor density
iv) Soak CBR / Field CBR
v) Swelling Index
(Quoted rate should be incorporated with 18% GST) | 84 | Per mtr. Length | 4,000 ₹3,36,000 Lowest | 6,500 ₹5,46,000 | 6,500 ₹5,46,000 |
| 2.00 | Topographical Survey & leveling using ATS Machine including plotting of the existing features in the area to be surveyed following latest relevant IS codes of prectice and submission of drawings in 6 nos. hard copies and one soft copy, including identification of utility services and maintaning the accuracy level as per IS codes along with CD of Still Photographs & Video of Each site. (Approx Quantity)
(Quoted rate should be incorporated with 18% GST) | 1,39,800 | Sq.mtr. | 3 ₹4,19,400 | 2.6 ₹3,63,480 | 1 ₹1,39,800 Lowest |
| 3.00 | Preparation of cross section of river at 100 m interval or as per site condition and submission of reports in 6 copies including CD of Still Photograph & Video of each site etc.
Up-stream side 1.00 Km
Dowan stream side 0.5 Kmp | 1 | One Job | 50,000 ₹50,000 | 88,500 ₹88,500 | 20,000 ₹20,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹1 L
Closing Date
30 Jun 2026, 2:00 pmClosed
SUPERINTENDING ENGINEER P.W.D. NBCC-I COOCH BEHAR
Superintending Engineer, North Bengal Construction Circle-I, P.W.Dte, 1st floor, Beside Circuit House, Sunity Road, Cooch Behar-736101.
Geotechnical Sub Soil Investigation and Topographical Survey by Total Station under North Bengal Construction Circle I, P.W.Dte., Cooch Behar.
2026_WBPWD_5015004_1
WBPWD/SE/NBCC-I /eNIQ-02/2026-27 (1st Call)
Open Tender
CIVIL WORKS
Item Rate
365 days
COOCH BEHAR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1 L
Yes
SUPERINTENDING ENGINEER P.W.D. NBCC-I COOCH BEHAR
1 Sept 2026
9 Jun 2026
2 Jul 2026
9 Jun 2026
30 Jun 2026
11 Jun 2026
10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Sub soil investigation in any type of soil including mobilization, boring, relevant field and laboratory testing (as per relevant IS codes of practice and as pert direction of Engineer-in-charge) with submission of reports in 6 copies including CD of Still Photographa & Video of each site etc. all complete containing the recommendation for foundation. (both shallow and deep foundation)
A) For Soil Boring (Approx Quantity)
(Following tests to be conducted for disturbed and undisturbed sample as per soil strata)
(Quoted rate should be incorporated with 18% GST)
a) For Building Works & Road Works
i) Grain size analysis (Sieve and Hydrometer)
ii) Atterbeng Limits (LL,PL)
iii) Dry Bulk Density
iv) Moisture Content
v) Specific Content
vi) Triaxial Text / Direct Shear Teat
vii) Unconfined Compression Text
viii) Consilidation Text | - | Per mtr. Length | 10 | - |
| 1.01 | b) For Road Work (Approx Quantity)
i) Grain size analysis (Sieve and Hydrometer)
ii) Atterbeng Limits (LL,PL)
iii) Field density along with proctor density
iv) Soak CBR / Field CBR
v) Swelling Index
(Quoted rate should be incorporated with 18% GST) | - | Per mtr. Length | 10 | - |
| 2 | Topographical Survey & leveling using ATS Machine including plotting of the existing features in the area to be surveyed following latest relevant IS codes of prectice and submission of drawings in 6 nos. hard copies and one soft copy, including identification of utility services and maintaning the accuracy level as per IS codes along with CD of Still Photographs & Video of Each site. (Approx Quantity)
(Quoted rate should be incorporated with 18% GST) | 0.29 | Sq.mtr. | 10 | ₹2.9 |
| 3 | Preparation of cross section of river at 100 m interval or as per site condition and submission of reports in 6 copies including CD of Still Photograph & Video of each site etc.
Up-stream side 1.00 Km
Dowan stream side 0.5 Kmp | - | One Job | 10 | - |
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