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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | ₹3.3 L | L1 | Accepted-AOC AOC |
| 2 | L2₹3.5 L+₹21,000 (6.42%)Rejected-Finance SNEH NAGAR COLONY NEAR ABKARI OFFICE SHIVAJI WARD SAGAR MP 47000 | SAGAR | SAGAR | MP | 47000 | ₹3.5 L+₹21,000 (6.42%) | L2 | Rejected-Finance Second lowest bidder |
Tender Value
₹3.5 L
EMD Value
₹7,000
Closing Date
7 Aug 2021, 6:00 pmClosed
GE Saugor
GE Saugor
SOIL INVESTIGATION FOR PROVN OF OVERHEAD TANK 50 ,000 GALLON CAPACITY WITH 18 MTR STAGING ALONGWITH UNDERGROUND SUMP OF 75,000 GALLON CAPACITY, PUMP HOUSE WITH ATT TOILET AT MES INSTLN AT SAUGOR
2021_MES_460551_1
QUOTATION 1
Open Tender
Miscellaneous Services
Item Rate
30 days
Saugor
Please refer Tender documents.
4 documents required · 4 mandatory
₹300
GE Saugor
₹7,000
Yes
22 Sept 2021
16 Jul 2021
9 Aug 2021
16 Jul 2021
7 Aug 2021
26 Jul 2021
Amount
SOIL INVESTIGATION FOR BUILDING (a) Carrying out soil investigation at work site for above work by drilling holes in each location upto a depth of 6 mtr as per relevant/latest IS code:- (i) Soil classification as per IS. (b) Compilation of field and laboratory test results. (c) Bore log chart (d) Expansion/swelling nature of soil if any and it extent. (e) Submission of soil investigation report required, highest water table, detailed calculating of SBC and recommendation SBC at a particular depth 1.5, 2.0 & 2.5 metre. (f) Type of foundation recommended.
SOIL INVESTIGATIONFOR OHT (a) Carrying out soil investigation for OHT at work site for above work by drilling holes in each location upto a depth of 21 Mtr as per relevant/latest IS code:- (i) Soil classification as per IS. (b) Compilation of field and laboratory test results. (c) Bore long chart (d) Swelling index and swelling nature of soil if any it extent. (e) Submission of soil investigation report required, highest water table, detailed calculating of SBC and recommendation SBC at a particular depth 2.0, 4.0 & 6.0 metres (f) Type of foundation recommended.
PLATE LOAD TEST FOR OHT (a) To carrying out a plate load test with a 75 cm dia plate testing horizontally in full contact with the soil sub grade applied pressure @ 0.07 kg/Sqcm and released after few seconds. When there is no perceptible increase in settlement or when the rate of settlement is less than 0.025 mm per minute the load dial reading and the settlement dial reading are noted as per relevant IS. (i) Soil test as per IS1888-1982
SOIL INVESTIGATION FOR UG SUMP (a) Carrying out soil investigation at work site for above work by drilling holes in each location upto a depth of 15 mtr as per relevant/latest IS code:- (i) Soil classification as per IS (b Compilation of field and laboratory test results. (c) Bore log chart (d) Expansion/swelling nature of soil if any and it extent. (e) Submission of soil investigation report required, highest water table, detailed calculating of SBC and recommendation SBC at a particular depth 3.0, 6.0 & 10.5 metres. (f) Type of foundation recommended.
STRUCTURAL DRG Structural, architectural & design drawing of following structures as per permanent Zonal Specifications :- (i) RCC overhead tank 50, 000 Gallon capacity with 18 mtr staging. (ii) RCC underground Sump of 75,000 gallon capacity. (iii) Pump house of floor area 6.0 mx5.0 m with att toilet of Floor Area-4.00 Sqm
shubhanshu traders
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tech_bid_open.pdf
tech_eval.pdf
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