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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 LAccepted-AOC | ₹1.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.3 L+₹16,500 (15.1%)Rejected-Finance C O GENERAL DAIRY VILLAGE BARAGAON SRI GANGANAGAR 335 001 | GANGANAGAR | RAJASTHAN | 335001 | ₹1.3 L+₹16,500 (15.1%) | L2 | Rejected-Finance Highest bid quoted other then L1 |
| 3 | L3₹1.4 L+₹25,500 (23.3%)Rejected-Finance | ₹1.4 L+₹25,500 (23.3%) | L3 | Rejected-Finance Highest bid quoted other then L1 |
Tender Value
₹1.3 L
EMD Value
₹2,530
Closing Date
11 Dec 2019, 6:00 pmClosed
GE SGNR
GARRISON ENGINEER SRI GANGANAGAR
Carrying out consultancy service for structural audit and non destructive/destructive 1082 SM Barrack at GE Sgnr
2019_MES_297062_2
3014/D/A/22/19-20/E3
Open Tender
Job Works
Works
30 days
GE SGNR
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹2,530
31 Jan 2020
5 Dec 2019
12 Dec 2019
5 Dec 2019
11 Dec 2019
6 Dec 2019
Amount
Consultancy for structural audit and preparation of BOQ for 1082 SM Barrack (G+2) bldg, RCC fram structure with brick wall partition at SGNR Mil Station (through NIT/NITTTR Chandigarh or equivalent Engineering institutes) by carrying out visual/NDT/destructive testing for the buildings to ascertain the structural analysis of the bldgs. Recommendation of rehabilitation works required for structural stability of the bldgs including detailed methodology by working out cost of rehabilitaton methods including submission of details BOQ to include detailed breakdown of qty worked out for rehabilitation of each building for taking up special repair wks. Submission of complete report in setuplicate copy alongwith soft copy. Final assessment report duly vetterd by the concerned engineering institute. The works involves following activities:- (a) Site visit, preparation & submission of visual inspection report. (b) Adequate/Required number of non destructive/destrucive tests on concerned structure columns, beams, slabs. Preparation and submission of non destructive/destructive test report as per reqmt:- (i) Ultrasound pulse velocity tests for establishing the intergrity and soundness of concrete (Ref IS : 13311-PART 1) (ii) Schmidt rebound hammer tests for determining the concrete compressive strength (ref IS 13311- part 2) (iii) Assessment of probability of carbonation present in concrete (BS 1881-201 1986 clause 2.22) (iv) Half cell potential tests for assessing extent of corrosion on the reinforecement (ASTM C 978 : 1991) (v) Taking out concrete cores (Approx 70mm dia) preparing speciment for lab testing, performing lab test for compressive strength and density (Ref IS 456-2000 & IS 516-1959 ( reaffirmed in 2013) (c) Suggestion and remedial measures, preparation and submission of detailed estimates, BOQ & specification for repair and strengthening scheme. (Note: Mobilisation and other misc expenses will be included in above cost and shall not be paid seperately.)
PAREEK AND COMPANY
M/S KARNI CONSTRUCTION COMPANY
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