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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.4 LAccepted-AOC | 1 | Accepted-AOC 1 | |
| 2 | Rejected-Technical | - | Rejected-Technical 2 | |
| 3 | Rejected-Technical | - | Rejected-Technical 3 |
| Sl No | Description | Qty | Unit | M.Abdul Hameed L2 | Abdul Azees T L1 | Naseem K L3 |
|---|---|---|---|---|---|---|
| 1.00Renovation Work | ||||||
| 1.00 | 15.7.1: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 mud mortar | 7.35 | cum | 628.28 ₹4,617.86 | 600 ₹4,410 Lowest | 686.47 ₹5,045.55 |
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 3.24 | cum | 1,032.27 ₹3,344.55 | 1,000 ₹3,240 Lowest | 1,127.88 ₹3,654.33 |
| 1.00 | OD74546/2025-2026: (Modified from DAR 60.7.8 )DR with Departmental. Stone - DRY RUBBLE MASONRY
_ Dry rubble without
concrete levelling course using departmental rubble including packing to
compactness to lines and levels, labour charges etc. complete as per direction of
Departmental officers at site | 1.94 | cum | 1,479.33 ₹2,875.82 | 1,400 ₹2,721.6 Lowest | 1,616.36 ₹3,142.2 |
| 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 | 13.95 | cum | 310.13 ₹4,326.31 | 300 ₹4,185 Lowest | 338.86 ₹4,727.1 |
| 1.00 | OD74547/2025-2026:(Modified from DAR 60.7.1 )DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at site | 14.8 | cum | 3,442.92 ₹50,941.44 | 3,400 ₹50,306.4 Lowest | 3,761.84 ₹55,660.18 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 12.4 | sqm | 332.92 ₹4,128.21 | 320 ₹3,968 Lowest | 363.76 ₹4,510.62 |
| 1.01 | 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) | 2.79 | cum | 7,962.7 ₹22,215.93 | 7,800 ₹21,762 Lowest | 8,700.28 ₹24,273.78 |
| 1.01 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 11.71 | cum | 6,650.15 ₹77,906.51 Lowest | 6,800 ₹79,662 | 7,266.15 ₹85,122.95 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 153.6 | sqm | 318.78 ₹48,966.2 | 260 ₹39,937.3 Lowest | 348.31 ₹53,502.16 |
Tender Value
₹3.0 L
EMD Value
₹7,414
Closing Date
15 Sept 2025, 6:00 pmClosed
Office of the Assistant Engineer, LID-EW Section,
Office of the Assistant Engineer, LID-EW Section, Alanallur Grama Panchayat
Annual Plan-Alanallur GP 2025-26 Pro-140-26 Construction of Compound wall at Konnaram sub center-140-26 ward 6-General Civil Work
2025_LSGD_793660_12
04/2025-26/AE/LID-EW/ALNLR
Open Tender
Civil Works - Buildings
Item Rate
180 days
Office of the Assistant Engineer, LID-EW Section
Please refer Tender documents.
10 documents required · 10 mandatory
₹655
Yes
₹7,414
Yes
7 Oct 2025
2 Sept 2025
17 Sept 2025
2 Sept 2025
15 Sept 2025
2 Sept 2025
Amount
Renovation Work
15.7.1: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 mud mortar
15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar
OD74546/2025-2026: (Modified from DAR 60.7.8 )DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
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
OD74547/2025-2026:(Modified from DAR 60.7.1 )DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at site
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
10.25.1:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete
M.Abdul Hameed (BID ID -2338540)
Naseem K (BID ID -2338366)
Bidder Name
M.Abdul Hameed
Abdul Azees T
Naseem K
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