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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.5 LAccepted-AOC | ₹3.5 L | 1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | ASHARAF L2 | ANSAR P L4 | Yousaf P L1 | JAMSHAD.K L3 |
|---|---|---|---|---|---|---|---|
| 1.00thode protection | |||||||
| 1.00 | 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, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 20.28 | cum | 305 ₹6,185.40 | 336.33 ₹6,820.77 | 299.65 ₹6,076.90 | 319.07 ₹6,470.74 |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 18.05 | cum | 270 ₹4,873.50 | 297.76 ₹5,374.57 | 265.29 ₹4,788.48 | 282.48 ₹5,098.76 |
| 1.00 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 6.89 | cum | 7,109 ₹48,981.01 | 7,820.87 ₹53,885.79 | 6,967.69 ₹48,007.38 | 7,419.37 ₹51,119.46 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 169.05 | sqm | 328 ₹55,448.40 | 361.05 ₹61,035.50 | 321.67 ₹54,378.31 | 342.52 ₹57,903.01 |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 27.83 | cum | 7,280 ₹2.0 L | 8,012.14 ₹2.2 L | 7,138.09 ₹2.0 L | 7,600.82 ₹2.1 L |
| 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 | 417.39 | kilogram | 100 ₹41,739 | 105.12 ₹43,876.04 | 93.65 ₹39,088.57 | 99.72 ₹41,622.13 |
| 1.01 | OD330236/2025-2026:60.6
PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials - OD Created from DAR 60.6 | 20 | metre | 100 ₹2,000 | 105.72 ₹2,114.40 | 94.2 ₹1,884 | 100.3 ₹2,006 |
Tender Value
₹4.2 L
EMD Value
₹10,590
Closing Date
12 Feb 2026, 3:00 pmClosed
Assistant Engineer
ASSISTANT ENGINEER LID EW SUBDIVISION MANNARKKAD BLOCK PANCHAYATH
MANNARKKAD BLOCK PANCHAYATH 2025-2026 KOTHARA THODU PROTECTION PRO NO-73 2025- 26 KUMARAMPUTHUR GRAMA PANCHAYATHCONSTRUCTION-PRO NO-50-2025-26 Thachanattukara Grama Panchayath
2026_LSGD_833073_3
04/AE/MKDBP/25-26
Open Tender
Civil Works - Others
180 days
Mannarkkad Block panchayath
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,590
Yes
23 Apr 2026
4 Feb 2026
16 Feb 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
thode protection
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, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
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
OD330236/2025-2026:60.6 PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials - OD Created from DAR 60.6
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