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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.8 CrAccepted-AOC 2ND FLOOR PARNIL COMPLEX ZOO ROAD TINALI GUWAHATI 24 | KAMRUP METRO | ASSAM | 781024 | L1 | Accepted-AOC Technically qualified L1 bidder | |
| 2 | L2₹18.0 Cr+₹2.2 Cr (13.6%)Rejected-AOC 304 | DHANBAD | JHARKHAND | 818142 | L2 | Rejected-AOC Technically qualified L2 bidder | |
| 3 | Not Admitted-Fee/PreQual/Technical HOUSE NO 8 AT ROAD JORHAT PO JORHAT PS JORHAT JORHAT PIN 785001 | JORHAT | ASSAM | 785001 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹15.8 Cr
EMD Value
₹31.7 L
Closing Date
21 Mar 2024, 2:00 pmClosed
CEO, GMDA
Bhangagarh, Guwahati-05
Construction of GMDA office building at Rupnagar, Guwahati
2024_GMDA_36819_1
GMDA/DEV/98/2023/93 dated29/02/2024
Open Tender
Civil Works
Item Rate
540 days
Guwahati
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹31.7 L
Yes
Office of CEO, GMDA
29 Jul 2024
2 Mar 2024
21 Mar 2024
2 Mar 2024
21 Mar 2024
14 Mar 2024
11 Mar 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | STRUCTURAL WORKS: | - | - | - | - |
| 2 | MACHINE DRIVEN PILES: Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) :
500 mm dia piles | 1,081 | Rm | 100 | ₹1,08,100 |
| 3 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
Note:- 1 . Initial and Routine Load test shall not be carried out by Dynamic method of testing.
Note:-2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge.
Single pile upto 50 tonne safe capacity
Initial test. ( Test load 1.5 times the safe capacity) | 2 | Per test | 100 | ₹200 |
| 4 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge.
Note:- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, Type of soil strata and importance of the project. | 5 | Each Test | 100 | ₹500 |
| 5 | Steel reinforcement for R.C.C. work ncluding straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. ( For Pile Work ) | 21,721 | Kg | 100 | ₹21,72,100 |
| 6 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 12.21 | Cum | 100 | ₹1,221 |
| 7 | Empty Boring | 329 | Rm | 100 | ₹32,900 |
| 8 | 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 up to 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 | 3,238.94 | Cum | 100 | ₹3,23,894 |
| 9 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.
All kinds of soil | 2,459.08 | Cum | 100 | ₹2,45,908 |
| 10 | Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered):
Depth exceeding 3 m but not exceeding 4.5 m | 495.69 | sqm | 100 | ₹49,569 |
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