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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAdmitted-Finance | ₹8.5 L | L1 | Admitted-Finance |
| 2 | L2₹8.5 LAdmitted-Finance | ₹8.5 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SHANTO PAULOSE L1 | JOHNY YOHANNAN L2 |
|---|---|---|---|---|---|
| 1.00CHECK DAM RENNOVATION | |||||
| 1.00 | 60.1.2 RING BUND Type II Putting up ring bund with earth fille gunny bags of top width
1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form
ring bund and maintaining the same leak proof till the completion of the work and
clearing the site by dismantling the bund after completion of the work.etc.complete | 16 | mtr | 1,415.25 ₹22,644.06 | 1,418.09 ₹22,689.44 |
| 1.00 | 60.2.2 Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump setincluding conveyance to site and erection,cost of fuel, lubrication oil and other stores,pay of staff etc complete | 96 | hour | 454.92 ₹43,672.13 | 455.83 ₹43,759.68 |
| 1.00 | 60.2.7 BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging
coolie where ever necessary where pumping with engine and pump set not possible | 10 | Days | 1,080.02 ₹10,800.16 | 1,082.18 ₹10,821.8 |
| 1.00 | 4.1.8 Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4
coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm
nominal size derived from natural sources) | 3.8 | cum | 7,917.02 ₹30,084.69 | 7,932.89 ₹30,144.98 |
| 1.00 | 5.1.3 Providing and laying in position specified grade of reinforced cement concrete,
excluding the cost of centering, shuttering, finishing and reinforcement - All work up
to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size derived from natural sources) | 38.18 | cum | 9,944 ₹3,79,662 | 9,963.93 ₹3,80,422.85 |
| 1.01 | 2.8.1 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, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,
within a lead of 50 m.All kinds of soil | 50.6 | cum | 359 ₹18,165.45 | 359.72 ₹18,201.83 |
| 1.01 | 5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing
in position and binding all complete upto plinth levelThermo - Mechanically Treated
bars of grade Fe-500D or more | 1,145.4 | kg | 112.21 ₹1,28,519.61 | 112.43 ₹1,28,777.32 |
| 1.01 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form
for:Foundations, footings, bases of columns, etc for mass concrete | 35.4 | sqm | 385.39 ₹13,642.74 | 386.16 ₹13,670.06 |
| 1.01 | 5.9.2 Centering and shuttering including strutting, etc. and removal of form for:Walls (any
thickness) including attached pilasters, butteresses, plinth and string courses etc. | 70.92 | sqm | 837.92 ₹59,425.36 | 839.6 ₹59,544.43 |
Tender Value
₹8.5 L
EMD Value
₹21,250
Closing Date
5 Mar 2026, 5:00 pmClosed
WILDLIFE WARDEN,MUNNAR
WILDLIFE WARDEN, WILDLIFE DIVISION, MUNNAR
Reconstruction of Check dam at Bison-1 area in Shola NP range during 2025-26
2026_FD_840596_1
54/2025-26
Open Tender
Civil Works - Water Works
90 days
Bison-1 Shola Range
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,006
Yes
₹21,250
Yes
9 Mar 2026
25 Feb 2026
9 Mar 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
CHECK DAM RENNOVATION
60.1.2 RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete
60.2.2 Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump setincluding conveyance to site and erection,cost of fuel, lubrication oil and other stores,pay of staff etc complete
60.2.7 BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever necessary where pumping with engine and pump set not possible
4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
5.1.3 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
2.8.1 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, includinggetting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.2 Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
15.2.1 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
OD383528/2025-2026 Providing and installing 300mm dia CI pipe 3.00M long and 300mm dia CI sluice
LUMSUM Heading
LS amount for mechanical works
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