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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹3.4 L+₹8,168.01 (2.48%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | L3₹3.4 L+₹13,646.54 (4.15%)Accepted-Finance | L3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | M.SWAMINATHAN L2 | CHANDRASEKHARAN S L3 | JAYARAMAN L1 |
|---|---|---|---|---|---|---|
| 1.00Toilet | ||||||
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 0.05 | cum | 3,161.13 ₹170.7 | 3,230 ₹174.42 | 3,000 ₹162 Lowest |
| 1.00 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 1.16 | cum | 1,833.58 ₹2,123.29 | 1,870 ₹2,165.46 | 1,789.06 ₹2,071.73 Lowest |
| 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 | 6.09 | cum | 309.68 ₹1,885.95 | 300 ₹1,827 Lowest | 302.16 ₹1,840.15 |
| 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) | 0.76 | cum | 6,829.43 ₹5,183.54 | 6,980 ₹5,297.82 | 6,663.62 ₹5,057.69 Lowest |
| 1.00 | OD79512/2026-2027:Dry rubble masonry with hardstone in foundation and plinth including all cost of materials, conveyance and all labour charges etc. complete. | 4.57 | cum | 3,437.97 ₹15,697.77 | 3,510 ₹16,026.66 | 3,354.5 ₹15,316.65 Lowest |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 3.55 | cum | 7,182.91 ₹25,492.15 | 7,340 ₹26,049.66 | 7,008 ₹24,871.39 Lowest |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 2.64 | sqm | 656.76 ₹1,731.88 | 670 ₹1,766.79 | 640 ₹1,687.68 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 | 23.65 | kilogram | 96.79 ₹2,289.28 | 96 ₹2,270.59 | 94 ₹2,223.29 Lowest |
| 1.01 | 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. | 2.73 | cum | 274.17 ₹749.31 | 280 ₹765.24 | 267 ₹729.71 Lowest |
Tender Value
₹3.9 L
EMD Value
₹9,798
Closing Date
11 Sept 2026, 5:00 pmClosed
Assistant Executive Engineer, PWD Building sub div
Office of the Assistant Executive Engineer, PWD Building sub division, Palakkad
GENERAL-Additional toilet for food safety office and Bridges Division Office-civil workGeneral Civil Work
2026_PWD_867274_1
PWD/BLDG/TR/6783/2026_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
120 days
Palakkad
Please refer Tender documents.
10 documents required · 10 mandatory
₹865
Yes
₹9,798
Yes
23 Sept 2026
2 Sept 2026
16 Sept 2026
2 Sept 2026
11 Sept 2026
2 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Toilet | |||||
| 1.001 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | - | cum | - | - |
| 1.002 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 1 | cum | - | - |
| 1.003 | 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 | 1 | cum | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | OD79512/2026-2027:Dry rubble masonry with hardstone in foundation and plinth including all cost of materials, conveyance and all labour charges etc. complete. | 1 | cum | - | - |
| 1.006 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | - | - |
| 1.007 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.008 | 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 | - | kilogram | - | - |
| 1.009 | 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. | - | cum | - | - |
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