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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.8 LAccepted-AOC | ₹21.8 L | L1 | Accepted-AOC AOC |
| 2 | L2₹24.6 L+₹2.8 L (12.7%)Rejected-Finance PLOT NO 3 FIRST FLOOR SARHAUL OPP HIPA SECTOR 18 GURUGRAM 122001 HARYANA | GURUGRAM | GURUGRAM | HARYANA | 122001 | ₹24.6 L+₹2.8 L (12.7%) | L2 | Rejected-Finance L2 |
| 3 | L3₹24.8 L+₹3.0 L (13.9%)Rejected-Finance GF 22 GROUND FLOOR OMAXE SQUARE JASOLA DISTRICT CENTRE NEW DELHI SOUTH DELHI DELHI 110025 | SOUTH EAST DELHI | DELHI | 110025 | ₹24.8 L+₹3.0 L (13.9%) | L3 | Rejected-Finance L3 |
| 4 | L4₹28.6 L+₹6.8 L (31.3%)Rejected-Finance | ₹28.6 L+₹6.8 L (31.3%) | L4 | Rejected-Finance L4 |
| 5 | L5₹29.8 L+₹8.0 L (36.6%)Rejected-Finance 77 SATYA NAGAR BHUBANESWAR 751 007 | KHORDHA | ODISHA | 751007 | ₹29.8 L+₹8.0 L (36.6%) | L5 | Rejected-Finance L5 |
Tender Value
₹37.9 L
EMD Value
₹75,763
Closing Date
20 Jun 2023, 6:00 pmClosed
Sr. Manager (E-C)
Sr. Manager (E-C), AAI, Silchar Airport, Kumbhirgram, Assam
Development of Greenfield Airport. S.H. Soil Investigation and Topographical Survey of new Greenfield Airport at Doloo, Silchar, Assam
2023_AAI_155534_1
AAI/Sil/Engg(C)/Soil Investigation - Survey
Open Tender
Civil Works
Item Rate
60 days
AAI, Silchar Airport
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,180
Yes
₹75,763
Yes
2 Aug 2024
27 May 2023
22 Jun 2023
27 May 2023
20 Jun 2023
27 May 2023
27 May 2023 - 5 Jun 2023
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Standard Penetration test on soil making bore holes(dia 100 mm) up to a depth of 3.5 m from existing natural ground level including collection of disturbed/ undisturbed soil samples at 0.5m, 1.25m, 2.0m, 3.0 depth from existing Ground level or change in strata whichever is earlier etc complete as per particular specification & direction of Engineer in-charge.
Plate load tests (PLT) to be conducted at proposed sub-grade level for each pavement (i.e. for apron, Runway, taxiway etc.). PLT should be conducted as per 15:9214 with the following: i. Circular Plate having 75 cm diameter ii. Minimum 3 Nos dial gauges to be used for deflection measurement.
Conducting Lab CBR (Shocked and Unshocked) test of soil sample at proposed subgrade level.
Conducting Permeability Test, Consolidation Test, Vane shear test, determination of Organic material by wet combustion.
Conducting Tri axial Test.
Chamical analysis of ground water indicating sulphates, chlorides, pH value.
Conducting determination of organic mater in soil, chloride/sulphates in soil.
Conducting Elastic modulus, Poisson’s ratio.
Conducting various test on soil samples such as particle size analysis, in situ density,dry density,natural moisture content, moisture density relationship of soil etc.complete as per particular specilfication & direction Engineer-in-charge.
Conducting tests on soil samples such as liquid limit, plastic limit, plasticity index, swell index, shrinkage limit etc. as per particualr specification & direction Engineer-in-charge.
Transportation of Equipments and soil sample collection charges, Visting charges, submition of soil report in booklet form (Total 6 copies) including location plan of bore holes / test spots along with recommendation and suggestions complete as per particualr specification & direction Engineer-in-charge.
In case rock is encountered at a depth less than of equal to 1.5m below the proposed sub‐grade level, tests for soil as stipulated in scope of work need not be carried out. In that situation, following tests on rocks shall be carried out: (Rate of boring rock is only provided by Jadhavpur university as the said item is not included. However rate for three boring is only included in line with 03 samples). (a) Probing shall be done to ascertain rock profile.
In case rock is encountered at a depth less than of equal to 1.5m below the proposed sub‐grade level, tests for soil as stipulated in scope of work need not be carried out. In that situation, following tests on rocks shall be carried out: (Rate of boring rock is only provided by Jadhavpur university as the said item is not included. However rate for three boring is only included in line with 03 samples). (b) RQD and rock mass rating.
In case rock is encountered at a depth less than of equal to 1.5m below the proposed sub‐grade level, tests for soil as stipulated in scope of work need not be carried out. In that situation, following tests on rocks shall be carried out: (Rate of boring rock is only provided by Jadhavpur university as the said item is not included. However rate for three boring is only included in line with 03 samples). (c) Visual examination.
In case rock is encountered at a depth less than of equal to 1.5m below the proposed sub‐grade level, tests for soil as stipulated in scope of work need not be carried out. In that situation, following tests on rocks shall be carried out: (Rate of boring rock is only provided by Jadhavpur university as the said item is not included. However rate for three boring is only included in line with 03 samples). (d) Unit weight.
In case rock is encountered at a depth less than of equal to 1.5m below the proposed sub‐grade level, tests for soil as stipulated in scope of work need not be carried out. In that situation, following tests on rocks shall be carried out: (Rate of boring rock is only provided by Jadhavpur university as the said item is not included. However rate for three boring is only included in line with 03 samples). (e) Water absorption.
In case rock is encountered at a depth less than of equal to 1.5m below the proposed sub‐grade level, tests for soil as stipulated in scope of work need not be carried out. In that situation, following tests on rocks shall be carried out: (Rate of boring rock is only provided by Jadhavpur university as the said item is not included. However rate for three boring is only included in line with 03 samples). (f) Porosity.
In case rock is encountered at a depth less than of equal to 1.5m below the proposed sub‐grade level, tests for soil as stipulated in scope of work need not be carried out. In that situation, following tests on rocks shall be carried out: (Rate of boring rock is only provided by Jadhavpur university as the said item is not included. However rate for three boring is only included in line with 03 samples). (g) Petrographic analysis.
In case rock is encountered at a depth less than of equal to 1.5m below the proposed sub‐grade level, tests for soil as stipulated in scope of work need not be carried out. In that situation, following tests on rocks shall be carried out: (Rate of boring rock is only provided by Jadhavpur university as the said item is not included. However rate for three boring is only included in line with 03 samples). (h) Compressive strength.
In case rock is encountered at a depth less than of equal to 1.5m below the proposed sub‐grade level, tests for soil as stipulated in scope of work need not be carried out. In that situation, following tests on rocks shall be carried out: (Rate of boring rock is only provided by Jadhavpur university as the said item is not included. However rate for three boring is only included in line with 03 samples). (i) Shear strength.
In case rock is encountered at a depth less than of equal to 1.5m below the proposed sub‐grade level, tests for soil as stipulated in scope of work need not be carried out. In that situation, following tests on rocks shall be carried out: (Rate of boring rock is only provided by Jadhavpur university as the said item is not included. However rate for three boring is only included in line with 03 samples). (j) Elastic modulus & Poisson's ratio.
Conducting Topographical Survey as well as cadastral survey with high precise Total station & DGPS/ETS instrument for preparing contour plan by taking spot levels at the spacing of every 5 meter or less in two mutual perpendicular directions. [Please Refer Page No. 205 to 206 of SOQ or Technical Specification [(TS (C)-160 to TS (C)-161] For Full Nomenclature of the Item].
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