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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC | ₹3.6 L | L1 | Accepted-AOC Accepted Being L1 Bidder |
| 2 | L2₹4.3 L+₹66,432.45 (18.4%)Rejected-Finance | ₹4.3 L+₹66,432.45 (18.4%) | L2 | Rejected-Finance Rejected Being L2 Bidder |
| 3 | L3₹4.4 L+₹83,590.50 (23.2%)Rejected-Finance | ₹4.4 L+₹83,590.50 (23.2%) | L3 | Rejected-Finance Rejected Being L3 Bidder |
| 4 | L4₹4.5 L+₹90,189.75 (25.0%)Rejected-Finance | ₹4.5 L+₹90,189.75 (25.0%) | L4 | Rejected-Finance Rejected Being L4 Bidder |
Tender Value
₹4.4 L
EMD Value
₹8,799
Closing Date
18 Jun 2026, 11:00 amClosed
Executive Engineer DIV VIII ASW PWD Fatorda
Executive Engineer DIV VIII ASW PWD Fatorda
Conducting Non Destructive Test for Bandodkar Building, Gosalia Building and Happy Apartments (near Axis Bank) at Vasco in Vasco Constituency.
2026_PWD_29692_1
PWD/Div8/ASW/2001/09/26-27/L5
Open Tender
Civil Works - Buildings
Percentage
30 days
Fatorda
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
Yes
₹8,799
Yes
6 Jul 2026
11 Jun 2026
22 Jun 2026
11 Jun 2026
18 Jun 2026
11 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Rebound Hammer Test -Preparing the surface of RCC structural members such as beams, columns, slabs etc. by chipping off the plastered s urface/finishin g/cladding to expose the concrete, and followed by smoothening the surface using carborumdum stone in accordance with relevant IS codes. The task shall involve adequate manpower, technical personnel, and necessary tools. A rebound hammer test shall then be conducted as per IS $16 (Part 5/Section 4):2020 in the presence of GEC officials., with all readings properly recorded. Upon completion, the area shall be thoroughly cleaned. | 330 | each | 300 | ₹99,000 |
| 2 | UPV (Ultrasonic Pulse Velocity) Test-Preparing the surface of RCC structural members such as beams, columns, slabs etc. by chipping off the plastered s urface/finishin g/cladding to expose the concrete, and followed by smoothening the surface using carborundum stone in accordance with relevant IS codes. The task shall involve adequate manpower, technical personnel, and necessary tools and coupling agents.Carry out UPV (Ultra sonic pulse velocity test) in accordance with IS 516 Part-5 Section 1/2018 by portable ultrasonic non-destructive test equipment test (Valid Calibration Certificate Required) in the presence of GEC officials, with all readings properly recorded.Upon completion, the area shall be thoroughly cleaned. | 330 | each | 555 | ₹1,83,150 |
| 3 | Half Cell Potentiometer TestCarry out half cell Potentiometer test as per IS $16 Part-5 Section 2/2018 After locating the reinforcement followed with preparing the surface of RCC structural members such as beams, columns, slabs etc. by chipping off the concrete su rface/finishing /cladding to expose the reinforcement and followed by cleaning the surface in accordance with relevant IS codes. The task shall involve adequate manpower, technical personnel, and necessary tools and chemicals in the presence of GEC officials, with all readings properly recorded.Upon completion, the arca shall be thoroughly cleaned | 15 | each | 545 | ₹8,175 |
| 4 | Carbonation test Carbonation Test-Carbonation test Carbonation Test in accordance with IS S16 Part-5 Section Carbonation test to measure extent of carbonation from the concrete surface. The task shall involve adequate manpower, technical personnel, and necessary tools and chemicals in the presence of GEC officials, with all readings properly recorded.Upon completion, the area shall be thoroughly cleaned | 45 | each | 325 | ₹14,625 |
| 5 | Core Test - Deciding the location by using scanning of the concrete surface using a reinforcement locator such as Hilti PS 300 or equivalent, to accurately identify embedded reinforcement and mark safe zones for core extraction. After confirmation, core cutting shall be carried out through RCC members (e.g. slab, beam, or wall) of the specified diameter using a diamond core cutting machine with water cooling, in such a manner as to minimize disturbance to reinforcement and maintain structural integrity. Concrete cores shall be finished, capped, and prepared on both faces in accordance with IS $16 (Part 1/Sec I): 2018 and IS 1199: 2018 for compressive strength testing. Properly labelled and handed over to the GEC-approved laboratory for further testing and documentation. The void left after coring shall be reinstated using non-shrink, flow able micro-concrete or approved cementitious grout as per manufacturer specifications and IS 15388:2003 | 45 | each | 3,000 | ₹1,35,000 |
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