Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.0 LAccepted-Finance | ₹62.0 L | L1 | Accepted-Finance BEING L1 |
| 2 | L2₹62.0 LRejected-Finance 275 2 AJIT NAGAR UPPER GADIGARH AIR PORT ROAD JAMMU INDEX NO D 04 ADGNJ | JAMMU | JAMMU AND KASHMIR | 180001 | ₹62.0 L | L2 | Rejected-Finance OTHER THAN L1 |
| 3 | L3₹67.3 LRejected-Finance MAIN ROAD OBEDULLAHGUNJ RAISEN M P 464993 | OBEDULLAHGUNJ | RAISEN | MADHYA PRADESH | 464993 | ₹67.3 L | L3 | Rejected-Finance OTHER THAN L1 |
| 4 | L4₹69.0 LRejected-Finance 402 C WING BUILDING NO 86 NAVRANG CO OP HSG SOCIETY LTD TILAKNAGAR CHEMBUR MUMBAI 89 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400089 | ₹69.0 L | L4 | Rejected-Finance OTHER THAN L1 |
| 5 | L5₹71.5 LRejected-Finance MAIN BAZAR SURANKOTE DISTT POONCH 185121 J K | SURANKOTE | POONCH | J K | 185121 | ₹71.5 L | L5 | Rejected-Finance OTHER THAN L1 |
| Sl No | Description | Qty | Unit | M/s BHUPINDRA ENGINEERING WORKS L8 | Kanwal Nain Behl L16 | M/S BHATIA BUILDERS AND CONTRACTORS L12 | M/S KIRAN CONSTRUCTIONS L5 | Onkar Nath Bhalla And Sons Contractor Pvt. Ltd. L6 | NEW GURBINDER INDUSTRIES L1 | R R CONSTRUCTION L10 | NARESH KUMAR AND COMPANY L14 | M/S MOHAN LAL GUPTA L11 | M/s Sekinder Paul Sharma L7 | GENESIS INDIA L2 | M/S KAMLA CONSTRUCTION CO. L3 | BSK Construction L15 | M/S PARVESH GUPTA L13 | Sai construction & services L4 | WALIA CONSTRUCTION CO L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Taking down/Removing of existing epoxy flooring from the mother concrete slabs and removing material from the site complete all as directed by E-in-Charge | 3,750 | SQM | 10 ₹37,500 | 125 ₹4.7 L | 150 ₹5.6 L | 200 ₹7.5 L | 180 ₹6.8 L | 29 ₹1.1 L | 200 ₹7.5 L | 130 ₹4.9 L | 100 ₹3.8 L | 120 ₹4.5 L | 13 ₹48,750 | 135.6 ₹5.1 L | 100 ₹3.8 L | 100 ₹3.8 L | 50 ₹1.9 L | 180 ₹6.8 L |
| 2.00 | Providing and applying 4 mm thick epoxy polyurethane self-smoothing flooring on vacuum dewatered / Heavy duty or other flooring min M25 grade as under:-
(i) Carry out surface preparation including grinding / scarification / light shot blasting of concrete surface, proper cleaning, removing of loose mortar, paint residuals, curing compound residues, repairing of floor cracks and dents.
(ii) Apply a Primer coat of epoxy prime FloArm PES followed by 3mm thick screed with FloArm ESF 4 having compressive strength of ≥ 50 Mpa, tensile strength of ≥16 MPa as per ASTM D638, Flexural strength of ≥ 20 MPa as per ASTM D790,tensile strength of ≥16 MPa as per IS 9162. Then after 12 hours of screeding when screed get dried,Providing and laying the 1mm epoxy polyuethane with Floarm Top EPU1 having compressive strenth ≥ 50 MPa as per IS 9162, Flexure strength ≥ 25 MPa after
7day(IS9162), Gloss to be applied in desired colour and finish.
Note : This shall be done using slow speed drill and poured on as per manufacturer's specification. Then level the material using serrated trowel and the same with spiked nylon roller to remove slight trowel marks and entrapped air from the material.
(iii) Anchorage grooves should be cut to a minimum depth and width of 2mmX2mm the flooring thickness to be laid at the edges, day joints, up stands, drains, doorway including all tools and tackles as per manufacturer's specifications and at regular points across the floor etc. | 3,750 | SQM | 1,999 ₹75.0 L | 2,600 ₹97.5 L | 2,000 ₹75 L | 1,690 ₹63.4 L | 1,800 ₹67.5 L | 1,619 ₹60.7 L | 1,900 ₹71.3 L | 2,111 ₹79.2 L | 2,000 ₹75 L | 1,850 ₹69.4 L | 1,630 ₹61.1 L | 1,653 ₹62.0 L | 2,300 ₹86.3 L | 2,100 ₹78.8 L | 1,785 ₹66.9 L | 1,850 ₹69.4 L |
| 3.00 | Material & Labour for yellow lining (width exc 100mm but n.exc 200mm) with aromatic Polyurethane Coating as per manufacturer specification. | 200 | RM | 400 ₹80,000 | 150 ₹30,000 | 100 ₹20,000 | 300 ₹60,000 | 250 ₹50,000 | 80 ₹16,000 | 180 ₹36,000 | 138 ₹27,600 | 200 ₹40,000 | 531 ₹1.1 L | 214.75 ₹42,950 | 135.6 ₹27,120 | 450 ₹90,000 | 100 ₹20,000 | 100 ₹20,000 | 220 ₹44,000 |
Tender Value
₹85.1 L
EMD Value
₹1.5 L
Closing Date
20 Apr 2026, 6:00 pmClosed
Anurag Anand DCWE
HQ 135 WKS ENGR PIN 914135 C/O 56 APO
SPECIAL REPAIR TO EPOXY COATING IN ONE FLIGHT HANGER UNDER GE (N) AKHNOOR
2026_MES_757442_1
CWE/JA-35/2025-26
Open Tender
Civil Works
180 days
AKHNOOR
AS PER TENDER DOCUMENTS
9 documents required · 9 mandatory
₹1,000
GE NORTH AKHNOOR
₹1.5 L
Yes
19 Jun 2026
24 Mar 2026
22 Apr 2026
24 Mar 2026
20 Apr 2026
13 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Taking down/Removing of existing epoxy flooring from the mother concrete slabs and removing material from the site complete all as directed by E-in-Charge | - | SQM | - | - | |
Providing and applying 4 mm thick epoxy polyurethane self-smoothing flooring on vacuum dewatered / Heavy duty or other flooring min M25 grade as under:-
(i) Carry out surface preparation including grinding / scarification / light shot blasting of concrete surface, proper cleaning, removing of loose mortar, paint residuals, curing compound residues, repairing of floor cracks and dents.
(ii) Apply a Primer coat of epoxy prime FloArm PES followed by 3mm thick screed with FloArm ESF 4 having compressive strength of ≥ 50 Mpa, tensile strength of ≥16 MPa as per ASTM D638, Flexural strength of ≥ 20 MPa as per ASTM D790,tensile strength of ≥16 MPa as per IS 9162. Then after 12 hours of screeding when screed get dried,Providing and laying the 1mm epoxy polyuethane with Floarm Top EPU1 having compressive strenth ≥ 50 MPa as per IS 9162, Flexure strength ≥ 25 MPa after
7day(IS9162), Gloss to be applied in desired colour and finish.
Note : This shall be done using slow speed drill and poured on as per manufacturer's specification. Then level the material using serrated trowel and the same with spiked nylon roller to remove slight trowel marks and entrapped air from the material.
(iii) Anchorage grooves should be cut to a minimum depth and width of 2mmX2mm the flooring thickness to be laid at the edges, day joints, up stands, drains, doorway including all tools and tackles as per manufacturer's specifications and at regular points across the floor etc. | - | SQM | - | - | |
Material & Labour for yellow lining (width exc 100mm but n.exc 200mm) with aromatic Polyurethane Coating as per manufacturer specification. | - | RM | - | - |
stage.html
html • 0.08 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.33 MB
TENDER35.pdf
Tender Documents • 1.15 MB
BOQ_848442.xls
BOQ • 2.86 MB
Download all tender documents and submit your bid