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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 L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | MUSTHAFA T K L2 | T. RAMARAJAN L3 | yusaf L1 |
|---|---|---|---|---|---|---|
| 1.00Thode protection | ||||||
| 1.00 | 2.9.2:Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (requiring blasting) | 44 | cum | 1,008.14 ₹44,358.16 | 1,047.4 ₹46,085.60 | 294.17 ₹12,943.48 |
| 1.00 | OD360563/2025-2026:Specification code: 60.5.2
DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in
rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and
filling the gap with cement grout( 0.10kg/each) etc complete. | 77 | no | 521.18 ₹40,130.86 | 541.48 ₹41,693.96 | 729.1 ₹56,140.70 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 5.5 | sqm | 366.85 ₹2,017.68 | 381.13 ₹2,096.22 | 315.8 ₹1,736.90 |
| 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) | 1.93 | cum | 8,140.68 ₹15,670.81 | 8,457.74 ₹16,281.15 | 7,007.84 ₹13,490.09 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 106.18 | sqm | 366.85 ₹38,952.13 | 381.13 ₹40,468.38 | 315.8 ₹33,531.64 |
| 1.01 | 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) | 23.1 | cum | 9,465.73 ₹2.2 L | 9,834.39 ₹2.3 L | 8,148.55 ₹1.9 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 | 346.5 | kilogram | 106.8 ₹37,006.20 | 110.96 ₹38,447.64 | 91.94 ₹31,857.21 |
| 1.01 | OD360562/2025-2026:60.6
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 | 48 | metre | 107.42 ₹5,156.16 | 111.6 ₹5,356.80 | 168.44 ₹8,085.12 |
Tender Value
₹4.2 L
EMD Value
₹10,578
Closing Date
12 Feb 2026, 3:00 pmClosed
Assistant Engineer
ASSISTANT ENGINEER LID EW SUBDIVISION MANNARKKAD BLOCK PANCHAYATH
MANNARKKAD BLOCK P A N C H A Y A T H 2 0 2 5 - 2 0 2 6 NARUKKUMCHOLA THOD PROTECTION -Pro No-322-2025-26 Kanjirapuzha Grama Panchayath
2026_LSGD_833073_19
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
₹10,578
Yes
8 May 2026
4 Feb 2026
16 Feb 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
Thode protection
2.9.2:Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (requiring blasting)
OD360563/2025-2026:Specification code: 60.5.2 DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
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
OD360562/2025-2026:60.6 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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