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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.5 LAccepted-AOC AIKKARANAD G P 2024 25 P NO 245 KADAMATTOM SCHOO IMAINTENANCE WARD 7 | IDUKKI | KERALA | 685501 | ₹35.5 L | L1 | Accepted-AOC MAY BE ACCEPTED |
| 2 | L2₹37.4 L+₹1.8 L (5.15%)Rejected-AOC 13 | ERNAKULAM | KERALA | 680667 | ₹37.4 L+₹1.8 L (5.15%) | L2 | Rejected-AOC MAY BE REJECTED |
| 3 | L3₹37.4 L+₹1.9 L (5.32%)Rejected-AOC ERNAKULAM | KERALA | 680667 | ₹37.4 L+₹1.9 L (5.32%) | L3 | Rejected-AOC MAY BE REJECTED |
| 4 | L4₹37.8 L+₹2.2 L (6.27%)Rejected-AOC ERNAKULAM | KERALA | 680667 | ₹37.8 L+₹2.2 L (6.27%) | L4 | Rejected-AOC MAY BE REJECTED |
| Sl No | Description | Qty | Unit | B SASIKUMAR L3 | Sunny.V.Peter L2 | P.V.George L1 | SREERAM K NANDAN L4 |
|---|---|---|---|---|---|---|---|
| 1.00Maintenance | |||||||
| 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 | 13.57 | cum | 1,982.88 ₹26,911.65 | 1,970.1 ₹26,738.2 | 1,882.78 ₹25,553.09 Lowest | 2,000 ₹27,144 |
| 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. | 0.21 | cum | 3,418.53 ₹728.15 | 3,396.5 ₹723.45 | 3,245.95 ₹691.39 Lowest | 3,600 ₹766.8 |
| 1.00 | 15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below | 20 | each | 353.37 ₹7,067.4 | 351.09 ₹7,021.8 | 335.53 ₹6,710.6 Lowest | 370 ₹7,400 |
| 1.00 | 15.9.2: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 cement mortar | 44.21 | cum | 2,366.6 ₹1,04,634.49 | 2,351.35 ₹1,03,960.24 | 2,247.13 ₹99,352.36 Lowest | 2,300 ₹1,01,689.9 |
| 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 | 5.14 | cum | 334.9 ₹1,720.38 | 332.74 ₹1,709.29 | 317.99 ₹1,633.51 Lowest | 350 ₹1,797.95 |
| 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) | 4.28 | cum | 8,598.69 ₹36,793.79 | 8,543.27 ₹36,556.65 | 8,164.6 ₹34,936.32 Lowest | 9,000 ₹38,511 |
| 1.01 | 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 | 4.27 | cum | 6,012.13 ₹25,683.82 | 5,973.38 ₹25,518.28 | 5,708.62 ₹24,387.22 Lowest | 6,400 ₹27,340.8 |
| 1.01 | 50.6.1.5: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 super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 25.02 | cum | 6,776.78 ₹1,69,555.04 | 6,733.1 ₹1,68,462.16 | 6,434.66 ₹1,60,995.19 Lowest | 7,000 ₹1,75,140 |
| 1.01 | OD522328/2025-2026::Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including
conveyance of material and labor charges etc. complete as per direction of departmental officers at site. | 57.2 | cum | 3,717.91 ₹2,12,671.89 | 3,693.95 ₹2,11,301.33 | 3,530.22 ₹2,01,935.64 Lowest | 3,800 ₹2,17,367.6 |
Tender Value
₹40.2 L
EMD Value
₹50,000
Closing Date
28 Jul 2026, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LSGD THIRUVANIYOOR
MAINTENANCE WORK TO VARIOUS ANGANWADIES IN VARIOUS WARDS OF THIRUVANIYOOR GP
2026_LSGD_861759_1
LSGD/CELSGD/TR/146213/2025
Open Tender
Repair and Maintenance Works
Item Rate
180 days
THIRUVANIYOOR
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
5 Aug 2026
21 Jul 2026
30 Jul 2026
21 Jul 2026
28 Jul 2026
21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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. | 1 | cum | - | - |
| 1.003 | 15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below | - | each | - | - |
| 1.004 | 15.9.2: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 cement mortar | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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) | 1 | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 50.6.1.5: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 super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 1 | cum | - | - |
| 1.009 | OD522328/2025-2026::Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including
conveyance of material and labor charges etc. complete as per direction of departmental officers at site. | 1 | cum | - | - |
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