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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹2.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.6 L+₹12,326.82 (4.93%)Admitted-Fee/PreQual/Technical/Finance ASSISTANT ENGINEER LID EW SECTION VALAVANNUR VALAVANNUR GRAMA PANCHAYATH | KOTTAYAM | KERALA | 686102 | ₹2.6 L+₹12,326.82 (4.93%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | VIVEKANANDAN A L1 | K V Shamsu L2 |
|---|---|---|---|---|---|
| 1.00Maintenance | |||||
| 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 | 15.9 | cum | 325 ₹5,167.5 Lowest | 335 ₹5,326.5 |
| 1.00 | OD179146/2026-2027: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 labour charges etc. complete as per
direction of
Departmental officers at site | 15.9 | cum | 3,600 ₹57,240 Lowest | 3,668 ₹58,321.2 |
| 1.00 | OD179145/2026-2027:Random rubble masonry with hard stone in foundation and plinth with cement mortar 1:6 (1 cement : 6 coarse sand) up to plinth level | 11.93 | cum | 6,850 ₹81,686.25 Lowest | 7,200 ₹85,860 |
| 1.00 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. | 65.4 | cum | 395 ₹25,833 Lowest | 444 ₹29,037.6 |
| 1.00 | OD179148/2026-2027:Errection and Construction of Leach / Sock pit for septic tank in all kind of soil. Earth work of 1.0m dia and depth up to 1.50m and providing erecting and fixing in the trench 1.0m dia x 0.30m or 1.0m dia X 60cm perfurated precast cement concrete rings of 75mm thick and fill the gaps of outer side of rings with coarse crusher sand / metals tightly and neatly. The top of the trench and ring covered with 10cm thick removable type precast reinforced concrete cover slab of M20 grade fixing neatly and levlled using sealed by cement mortar Including all cost of materials conveyance ,errection and labour charges as per the direction of engineer in charge. | 1 | each | 9,400 ₹9,400 Lowest | 9,426 ₹9,426 |
| 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 | 5.04 | cum | 7,320 ₹36,892.8 Lowest | 7,340 ₹36,993.6 |
| 1.01 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 67.58 | sqm | 315 ₹21,286.13 Lowest | 350 ₹23,651.25 |
| 1.01 | 13.47.1:Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) | 67.58 | sqm | 182 ₹12,298.65 Lowest | 200 ₹13,515 |
Tender Value
₹2.5 L
EMD Value
₹6,349
Closing Date
17 Sept 2026, 2:00 pmClosed
Assit Engineer
Office of the Assit.Engineer LID and EW Section ,Niramarathur GP
Annual plan Niramaruthur GP Project No 81 Improvments to Anganawadi No 129
2026_LSGD_868332_16
2026-27/AE/LIDEW/NMR/PHASE-II
Open Tender
Civil Works - Buildings
Item Rate
240 days
NIRAMARUTHUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,349
Yes
19 Sept 2026
9 Sept 2026
19 Sept 2026
9 Sept 2026
17 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 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 | 15.9 | cum | - | - |
| 1.002 | OD179146/2026-2027: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 labour charges etc. complete as per
direction of
Departmental officers at site | 15.9 | cum | - | - |
| 1.003 | OD179145/2026-2027:Random rubble masonry with hard stone in foundation and plinth with cement mortar 1:6 (1 cement : 6 coarse sand) up to plinth level | 11.93 | cum | - | - |
| 1.004 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. | 65.4 | cum | - | - |
| 1.005 | OD179148/2026-2027:Errection and Construction of Leach / Sock pit for septic tank in all kind of soil. Earth work of 1.0m dia and depth up to 1.50m and providing erecting and fixing in the trench 1.0m dia x 0.30m or 1.0m dia X 60cm perfurated precast cement concrete rings of 75mm thick and fill the gaps of outer side of rings with coarse crusher sand / metals tightly and neatly. The top of the trench and ring covered with 10cm thick removable type precast reinforced concrete cover slab of M20 grade fixing neatly and levlled using sealed by cement mortar Including all cost of materials conveyance ,errection and labour charges as per the direction of engineer in charge. | 1 | each | - | - |
| 1.006 | 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 | 5.04 | cum | - | - |
| 1.007 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 67.58 | sqm | - | - |
| 1.008 | 13.47.1:Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) | 67.58 | sqm | - | - |
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