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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹4.2 L+₹5,859.20 (1.41%)Rejected-Finance | ₹4.2 L+₹5,859.20 (1.41%) | L2 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | Rudra Construction L1 | rana construtions L2 |
|---|---|---|---|---|---|
| 1.00 | Excavating in post holes (or similar holes) each n exc 0.5 cum in soft/disintegrated rock, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm and removing surplus soil at a distance n exc 50m and making good surface all as specified and directed. | 43 | Each | 600 ₹25,800 | 450 ₹19,350 Lowest |
| 2.00 | Excavating in trenches in soft disintegrated , n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out all as specified and directed. | 1.55 | Cum | 400 ₹620 Lowest | 450 ₹697.5 |
| 3.00 | M&L for Cement concrete 1:3:6 type C2 (using 40 mm graded stone aggregate) in foundations, filling and mass-concrete all as directed by Engr-in-charge. | 5.38 | Cum | 6,500 ₹34,970 Lowest | 6,500 ₹34,970 Lowest |
| 4.00 | M&L PCC (1:4:8) type D2 using 40 mm graded stone agg as in foundation filling & mass concrete and sub base. | 0.19 | Cum | 6,500 ₹1,235 Lowest | 6,500 ₹1,235 Lowest |
| 5.00 | M&L for brick work with sub class B bricks straight or curved on plan exc 6 m mean radius built in CM 1:4 complete all as specified and as directed. | 1.24 | Cum | 7,500 ₹9,300 Lowest | 8,000 ₹9,920 |
| 6.00 | M&L for rendering 15mm thick in cm 1:4 on brick masonary surfaces and finished the even and fair without using extra cement | 14.88 | Sqm | 400 ₹5,952 Lowest | 400 ₹5,952 Lowest |
| 7.00 | M&L for rendering 15mm thick in cm 1:6 on brick masonary surfaces and finished the even and fair without using extra cement | 14.88 | Sqm | 400 ₹5,952 Lowest | 400 ₹5,952 Lowest |
| 8.00 | M & L For PCC type B-1, 1:2:4 (20mm graded stone aggerates) as in coping and the like. | 0.07 | Cum | 6,500 ₹455 Lowest | 7,000 ₹490 |
| 9.00 | M&L for preparation of new plastered surfaces of walls and applying two coats of cement base paint over a coat of primer ,as per manufacturer's specification. | 29.76 | Sqm | 110 ₹3,273.6 Lowest | 120 ₹3,571.2 |
| 10.00 | S&F for Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates Fe 410 -W (GdeE- 250)qualityA all as specified and directed. | 952 | Kg | 120 ₹1,14,240 Lowest | 120 ₹1,14,240 Lowest |
Tender Value
₹4.3 L
EMD Value
₹8,700
Closing Date
25 Aug 2025, 6:00 pmClosed
GE PANAJI
OPPOSITE KALA ACADEMY ST INEZ ROAD PANAJI GOA 403001
PROVN OF SHELTER FOR DG SETS AT NFS COMPOSITE NODE ALTINHO AND PROVISION OF RAIN GUTTER TO THE BLDG NO P-04 AND P-05 AT ALTINHO GOA UNDER GE PANAJI
2025_MES_723029_1
8250/E8
Open Tender
Civil Works
Item Rate
120 days
GE PANAJI
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER PANAJI
₹8,700
Yes
25 Sept 2025
28 Jul 2025
1 Sept 2025
28 Jul 2025
25 Aug 2025
11 Aug 2025
28 Jul 2025 - 4 Aug 2025
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