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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 LAccepted-AOC | ₹1.0 L | L1 | Accepted-AOC Lowest of Quoted Rates |
| 2 | L2₹1.2 L+₹20,158 (19.9%)Rejected-Finance | ₹1.2 L+₹20,158 (19.9%) | L2 | Rejected-Finance High Rates |
| 3 | L3₹1.3 L+₹24,398 (24.1%)Rejected-Finance | ₹1.3 L+₹24,398 (24.1%) | L3 | Rejected-Finance High Rates |
| 4 | L4₹1.3 L+₹28,700 (28.3%)Rejected-Finance | ₹1.3 L+₹28,700 (28.3%) | L4 | Rejected-Finance High Rates |
| 5 | L5₹1.4 L+₹36,700 (36.2%)Rejected-Finance | ₹1.4 L+₹36,700 (36.2%) | L5 | Rejected-Finance High Rates |
Tender Value
₹1.0 L
Closing Date
1 Jul 2020, 12:00 pmClosed
GE MCTE Mhow
GE MCTE Mhow
SOIL INVESTIGATION AT KLP ACCN FOR QM BR OFFICER AND STORES AT MCTE, under GE MCTE, Mhow
2020_MES_351901_1
3003/E-QTN/88/E3
Open Tender
Miscellaneous Services
Works
30 days
GE MCTE Mhow (MP)
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
Exempted
13 Jul 2020
11 Jun 2020
2 Jul 2020
11 Jun 2020
1 Jul 2020
11 Jun 2020
Amount
Soil Investigation. Carrying out analysis of Field/Leb Test to arrive at SBC of soil including total settlement characteristic of soil recommended foundation (Shallow or Pile) in the from of soil investigation report for construction of Bldg for Construction of new KLP ACCN FOR QM BR OFFICES AND STORES AT MCTE, MHOW (a) 150mm dia bore consisting of test as per annexure for 04 Nos of 6M depth each. (Note - (i) Office & Stores (b) 04 Nos of bores of 6M depth at site.
Transportation Charges (up and down for Equipment)
The firm shall submit the soil investigation completely covering the followings (in 6 copies) (i) Bore Log Chart showing depth of soil Strata. (ii) Ground water Table. (iii) Probable maximum Differential settlement. (iv) (a) Safe bearing Capacity of based on Shear and Shettlement criteria. if soil is met. (iv) (b) If rock is met will submit SBC based on point load lump strength. (v) Recommendedation of Type and Depth of Foundation. (vi) Site plan of Building with RL of Corners of building. (vii) Bore hole Location Wrt FFL/Fixed Bench Mark. (viii) Bearing Capacity and Depth of Foundation Wrt FFL/ Fixed Bench Mark. (ix) final recommendation of SBC for depths 1.5,2,2.5 & 3.0 Mtr.
Any other information required shall be also be furnished by soil consultant without any Extra cost.
Quality catered is in Tentative and may very at the time of actual excavation of Job order.
Technocom Solution
kriti construction
Archana Construction
PERFECT AUTO WORKSHOP
Kristi Engineering Services Private Limited
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