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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.3 L+₹28,419.77 (9.49%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | kothamangalam labour contract co-operative society ltd no. E1325 L2 | SHANAVAS PU L1 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF SEPTIC TANK | |||||
| 1.00 | 2.6.1: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 of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 31.79 | cum | 257 ₹8,169.52 | 232 ₹7,374.82 Lowest |
| 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) | 2.08 | cum | 7,932 ₹16,490.63 | 7,300 ₹15,176.7 Lowest |
| 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 | 47.4 | sqm | 386 ₹18,296.4 | 350 ₹16,590 Lowest |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 14.87 | sqm | 762 ₹11,332.46 | 680 ₹10,112.96 Lowest |
| 1.00 | 50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 1.25 | cum | 6,457 ₹8,058.34 | 6,000 ₹7,488 Lowest |
| 1.01 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 8.89 | cum | 13,442 ₹1,19,459.05 | 12,000 ₹1,06,644 Lowest |
| 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 | 710.98 | kilogram | 112 ₹79,629.31 | 105 ₹74,652.48 Lowest |
| 1.01 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | 37.98 | sqm | 469 ₹17,812.62 | 420 ₹15,951.6 Lowest |
| 1.01 | 50.18.9.7.2:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.63 mm dia 4 Kgf/cm2 | 15 | metre | 348 ₹5,220 Lowest | 350 ₹5,250 |
Tender Value
₹3.3 L
EMD Value
₹8,206
Closing Date
22 Sept 2026, 11:00 amClosed
Assistant Engineer
Assistant Engineer Municipal Office, Kothamangalam.
GENERAL-CONSTRUCTION OF SEPTIC TANK IN MATHIRAPPILLY PRE METRIC HOSTEL-CONSTRUCTION OF SEPTIC TANK IN MATHIRAPPILLY PRE METRIC HOSTEL-General Civil Work
2026_LSGD_868750_3
PW1-15352/22
Open Tender
Civil Works - Buildings
Item Rate
Kothamangalam
PLEASE REFER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹725
Yes
₹8,206
Yes
23 Sept 2026
9 Sept 2026
23 Sept 2026
9 Sept 2026
22 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF SEPTIC TANK | |||||
| 1.001 | 2.6.1: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 of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 31.79 | cum | - | - |
| 1.002 | 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) | 2.08 | cum | - | - |
| 1.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 47.4 | sqm | - | - |
| 1.004 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 14.87 | sqm | - | - |
| 1.005 | 50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 1.25 | cum | - | - |
| 1.006 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 8.89 | cum | - | - |
| 1.007 | 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 | 710.98 | kilogram | - | - |
| 1.008 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | 37.98 | sqm | - | - |
| 1.009 | 50.18.9.7.2:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.63 mm dia 4 Kgf/cm2 | 15 | metre | - | - |
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