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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.7 CrAdmitted-Finance | -15.00% | ₹5.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.8 Cr+₹12.5 L (2.21%)Admitted-Finance | -13.12% | ₹5.8 Cr+₹12.5 L (2.21%) | L2 | Admitted-Finance |
| 3 | L3₹6.0 Cr+₹35.1 L (6.21%)Admitted-Finance 801 ODYSSEY ROAD NO 9 LTD WAGLE ESTATE THANE WEST MAHARASHTRA 400604 | -9.72% | ₹6.0 Cr+₹35.1 L (6.21%) | L3 | Admitted-Finance |
| 4 | L4₹6.2 Cr+₹57.9 L (10.2%)Admitted-Finance 8 1 BALAKKAGARI PALLI VEERABALLI VEERABALLI 516268 ANDHRA PRADESH INDIA | VEERABALLI | Y S R | ANDHRA PRADESH | 516268 | -6.30% | ₹6.2 Cr+₹57.9 L (10.2%) | L4 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹13.3 L
Closing Date
28 Nov 2024, 3:00 pmClosed
CM
GAIL (INDIA) LIMITED PATA PETROCHEMICALS P.O.-PATA,DISTT.-AURAIYA PIN- 206241 (U.P.),INDIA
REVIVAL WORKS IN GUARD POND TREATED EFFLUENT WATER RETAINING STRUCTURE IN NORTH PLOT OF GMPL, MANGALORE
2024_GAIL_212493_1
GAIL/PATA/CNP/20123101/VKK
Open Tender
Miscellaneous Works
Percentage
365 days
GMPL, MANGALORE
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹13.3 L
THROUGH ON LINE BY MS TEAM
23 Jan 2025
5 Nov 2024
29 Nov 2024
5 Nov 2024
28 Nov 2024
5 Nov 2024
12 Nov 2024
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 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal and filling of excavated earth at the designated places inside plant premises, as directed by Engineer-in- Charge: All kinds of soil | 105 | M2 | 107.1 | ₹11,245.5 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal and filling of excavated earth at the designated places inside plant premises, as directed by Engineer-incharge. All kinds of soil | 670 | M3 | 146.4 | ₹98,088 |
| 3 | Surface dressing of the ground including removing vegetations, grass and inequalities not exceeding 15 cm deep and disposal of rubbish, at the designated places inside plant premises, as directed by Engineer-incharge. All kinds of soil | 330 | M2 | 28.2 | ₹9,306 |
| 4 | Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish at the designated places inside plant premises, as directed by Engineer-incharge | 270 | M2 | 14.6 | ₹3,942 |
| 5 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to a dump yard or relevant disposal facility outside plant area & MSEZ as per directions of Engineer-in- Charge, beyond 50 m initial lead including all lifts involved. | 285 | M3 | 217.7 | ₹62,044.5 |
| 6 | Demolishing R.C.C./cement concrete of any mix (i/c equivalent design mix)/brick work in cement mortar manually/ by mechanical means including stacking of servicable material and disposal of unserviceable material at designated places within plant premises as directed by Engineer-incharge. | 50 | M3 | 1,968.7 | ₹98,435 |
| 7 | Filling available excavated earth from nearby borrowpits anywhere from the plant premises (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating and compacting each deposited layer by ramming and watering to acheive 95% dry density, lead up to 50m and lift upto 1.5 m | 1,475 | M3 | 161.7 | ₹2,38,507.5 |
| 8 | Supplying and filling in plinth with sand under floors or wherever required including, watering, ramming consolidating and dressing complete. | 20 | M3 | 1,751.3 | ₹35,026 |
| 9 | Supplying, filling, spreading & compacting stone boulders of size range 50mm to 200 mm, in requried thickness for all leads and lifts, all complete, as directed by the EIC | - | M3 | 1,245 | - |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All works, upto plinth level, etc.1:4:8 (1 cement: 4 Coarse sand: 8 graded stone aggregate 40mm nominal size) | 25 | M3 | 5,617.3 | ₹1,40,432.5 |
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