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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.0 LAccepted-AOC | ₹17.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹17.9 L+₹88,992.73 (5.24%)Rejected-Finance | ₹17.9 L+₹88,992.73 (5.24%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | DEENS GROUP L1 | DEENS INFRASTRUCTURE INDIA PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 1.00Estimate | |||||
| 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 | 28.27 | cum | 353 ₹9,977.55 Lowest | 371 ₹10,486.32 |
| 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) | 6.39 | cum | 7,774 ₹49,675.86 Lowest | 8,171 ₹52,212.69 |
| 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) | 9.38 | cum | 8,398 ₹78,731.25 Lowest | 8,826 ₹82,743.75 |
| 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 | 20.32 | cum | 6,329 ₹1,28,630.6 Lowest | 6,652 ₹1,35,195.25 |
| 1.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 214.66 | sqm | 363 ₹77,921.58 Lowest | 381 ₹81,785.46 |
| 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) | 4.69 | cum | 10,279 ₹48,187.95 Lowest | 10,804 ₹50,649.15 |
| 1.01 | OD48130/2026-2027:Filling the earth after cutting it from Pollakattu mala, Kakkanad using mechanical means with all lifts & leads, transporting to filling site at Vennala school ground , spreading grading and filling in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering etc complete as directed by the departmental Engineers at site | 1,560 | cum | 421 ₹6,56,760 Lowest | 443 ₹6,91,080 |
| 1.01 | 50.18.9.9.1: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.110 mm dia 6Kgf/cm2 | 25 | metre | 572 ₹14,300 Lowest | 602 ₹15,050 |
| 1.01 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 2,067.12 | kg | 183 ₹3,78,282.96 Lowest | 193 ₹3,98,954.16 |
Tender Value
₹17.3 L
EMD Value
₹43,364
Closing Date
15 Jul 2026, 2:00 pmClosed
Executive Engineer PWD Building Divsion,EKM
Executive Engineer PWD Building Divsion,EKM
filling the ground with red earth, provision for Irish drain , pvc pipe for draining water, for covering the sides GI frame with green net, solid block side walls provided, labour for clearing the existing drain etc.
2026_PWD_859869_1
PWD/BLDG/TR/9185/2026_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
120 days
Vennala
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹43,364
Yes
11 Sept 2026
9 Jul 2026
17 Jul 2026
9 Jul 2026
15 Jul 2026
9 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Estimate | |||||
| 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 | - | 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) | 1 | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 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 | - | cum | - | - |
| 1.005 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1 | sqm | - | - |
| 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) | 1 | cum | - | - |
| 1.007 | OD48130/2026-2027:Filling the earth after cutting it from Pollakattu mala, Kakkanad using mechanical means with all lifts & leads, transporting to filling site at Vennala school ground , spreading grading and filling in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering etc complete as directed by the departmental Engineers at site | - | cum | - | - |
| 1.008 | 50.18.9.9.1: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.110 mm dia 6Kgf/cm2 | - | metre | - | - |
| 1.009 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 1 | kg | - | - |
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