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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.6 L+₹1,264.09 (0.19%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹6.6 L+₹3,934.22 (0.60%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹7.1 L+₹55,079.78 (8.42%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹7.8 L+₹1.2 L (18.7%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ROHITH VT L5 | SHAJU L2 | SUDHEER K L3 | ABDUL RAMSHEEQ AK L4 | SHAHAN P L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Detailed Estimate | ||||||||
| 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 | 34.05 | cum | 295 ₹10,043.57 | 276.09 ₹9,399.76 | 277.21 ₹9,437.89 | 298.76 ₹10,171.58 | 275.56 ₹9,381.72 Lowest |
| 1.00 | OD279737/2024-2025:Dry rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials, labour charges etc.complete as per direction of Departmental officers at site. | 21.9 | cum | 7,000 ₹1,53,300 | 3,065.04 ₹67,124.38 | 3,077.51 ₹67,397.47 | 3,316.67 ₹72,635.07 | 3,059.13 ₹66,994.95 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) | 0.04 | cum | 6,900 ₹248.4 | 6,088.61 ₹219.19 | 6,113.38 ₹220.08 | 6,588.46 ₹237.18 | 6,076.88 ₹218.77 Lowest |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 6.72 | sqm | 299 ₹2,009.28 | 296.38 ₹1,991.67 | 297.58 ₹1,999.74 | 320.71 ₹2,155.17 | 295.81 ₹1,987.84 Lowest |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.38 | cum | 7,155 ₹31,338.9 | 7,088.74 ₹31,048.68 | 7,117.58 ₹31,175 | 7,670.7 ₹33,597.67 | 7,075.08 ₹30,988.85 Lowest |
| 1.01 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.67 | cum | 8,127 ₹5,461.34 | 8,050.28 ₹5,409.79 | 8,083.04 ₹5,431.8 | 8,711.18 ₹5,853.91 | 8,034.77 ₹5,399.37 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) | 18.18 | cum | 6,400 ₹1,16,352 | 6,403.75 ₹1,16,420.18 | 6,429.8 ₹1,16,893.76 | 6,929.47 ₹1,25,977.76 | 6,391.41 ₹1,16,195.83 Lowest |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 17.52 | metre | 175 ₹3,066 | 175.09 ₹3,067.58 | 175.8 ₹3,080.02 | 189.47 ₹3,319.51 | 174.75 ₹3,061.62 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 | 309.12 | kilogram | 90 ₹27,820.71 | 86.28 ₹26,670.79 | 86.64 ₹26,782.07 | 93.37 ₹28,862.44 | 86.12 ₹26,621.33 Lowest |
Tender Value
₹7.8 L
EMD Value
₹19,611
Closing Date
23 Sept 2026, 11:00 amClosed
Assistant Executive Engineer
O/o AEE, PWD Buildings subdivision Manjeri Cherani
DEPOSIT- Balance work -Kottakkal Smart Village office -Revenue Dept-Scheme 2022-23 Providing truss work and construction of compound wall to the Smart Village Office Kottakkal-General Civil Work-1
2026_PWD_867932_1
D1/PWD/BLDG/TR/4241/2025_5_1_1
Open Tender
Civil Works - Buildings
Item Rate
240 days
KOTTAKKAL
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,730
Yes
₹19,611
Yes
28 Sept 2026
11 Sept 2026
25 Sept 2026
11 Sept 2026
23 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed Estimate | |||||
| 1.001 | 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 | 34.05 | cum | - | - |
| 1.002 | OD279737/2024-2025:Dry rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials, labour charges etc.complete as per direction of Departmental officers at site. | 21.9 | cum | - | - |
| 1.003 | 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) | 0.04 | cum | - | - |
| 1.004 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 6.72 | sqm | - | - |
| 1.005 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.38 | cum | - | - |
| 1.006 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.67 | cum | - | - |
| 1.007 | 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) | 18.18 | cum | - | - |
| 1.008 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 17.52 | metre | - | - |
| 1.009 | 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 | 309.12 | kilogram | - | - |
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