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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC VILLAGE TAPARIYAN BABINA CANTT BABINA JHANSI UP 284401 | BABINA | JHANSI | UP | 284401 | L1 | Accepted-AOC Being a L1 bidder | |
| 2 | L2₹1.9 L+₹7,500 (4.17%)Rejected-Finance 1010 NANDANPURA BABINA CANTT DIST JHANSI 284401 | BABINA CANTT | JHANSI | UTTAR PRADESH | 284401 | L2 | Rejected-Finance Not being a
lowest
tenderer |
Tender Value
Refer Docs
Closing Date
22 Oct 2020, 6:00 pmClosed
GE BABINA
GE BABINA CANTT 284401
Augmentation of water supply system at Babina cantt under GE Babina
2020_MES_375850_2
3030/JO/02/E3 of 2020-21
Open Tender
Survey and Investigation services
Works
45 days
GE BABINA
AS PER TENDER DOCUMENTS
2 documents required · 2 mandatory
₹0
Exempted
30 Jan 2021
3 Oct 2020
24 Oct 2020
3 Oct 2020
22 Oct 2020
6 Oct 2020
Amount
Soil investigation for RCC over head tank by drilling of bore hole 150mm dia upto 21mtr depth in situ and laboratory testing in accordance with IS-1892/1980 (03 Nos for OHT & 03 Nos for UG Sump) (a) Field Testing. (i) Drilling of 150mm dia bore in moorum and rock from GL to 21.00 M below GL. by mobilisation of mechanical driling equipment/rig and shifting of entire arrangement from one bore to another bore location and setting of boring/drilling rig as required /direction by Engr-in-charge. (ii) Collection of disturbed sample their sealingan labelling. (iii) Collection of undisturbed samples their sealing, waxing and labeling. (iv) Collection of rock core. (v) Performing SPT at an interval range of 0.75. (b) Lab Testing. (i) Liquid limit & plastic limit.Atterberg's limits. (ii) Grain size analysis, specific gravity, unit weight and natural moisture content of soil. (iii) Consolidation test for consolidation properties.Bulk dry density. (iv) Shear strength test for shear strength parameters. (v) Chemical test for soluble chloride and sulphates based in local information and experiences. (vi) CBR value. (vii) Triaxial compression test (undrained) on cohesive soils for C and Ø. (viii) Direct shear test on non cohesive soil and determination of C and Ø. (ix) SPT value till depth of exploration. (x) Any other details as deemed necessary. (xi) Any other details as spelt out by the garrison Engineer babina cantt during currency of contract.
Soil investigation for Bldg by drilling of bore hole 150mm dia upto 06mtr depth in situ and laboratory testing in accordance with IS-1892/1980 (03 Nos for Pump house). (a) Field Testing. (i) Drilling of 150mm dia bore in moorum and rock from GL to 06.00 M below GL. (ii) Collection of disturbed sample their sealing an labeling. (iii) Collection of undisturbed samples their sealing, waxing and labeling. (iv) Collection of rock core. (v) Performing SPT at an interval range of 0.75. Lab Testing. (i) Liquid limit & plastic limit. (ii) Grain size analysis, specific gravity, unit weight and natural moisture content of soil. (iii) Consolidation test for consolidation properties. (iv) Shear strength test for shear strength parameter. (v) Chemical test for soluble chloride and sulphates based in local information and experiences. (vi) CBR value. (vii) Triaxial compression test (undrained) on cohesive soils for C and Ø. (viii) Direct shear test on non cohesive soil and determination of C and Ø. (ix) SPT value till depth of exploration. (x) Any other details as deemed necessary. (xi) Any other details as spelt out by the Garrison Engineer Babina cantt during currency of contract.
M/S M S Constructions
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tech_bid_open.pdf
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