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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 LAdmitted-Fee/PreQual/Technical/Finance VONIYERI H CHIRAKKODE | KOZHIKODE | KOZHIKODE | KERALA | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L1₹1.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.3 L
EMD Value
₹3,173
Closing Date
3 Oct 2026, 6:00 pmClosed
ASSISTANT ENGINEER
LID AND EW SECTION KANNAPURAM GP
PROJ 25 Shishumandiram Chunda Maintenance in Kannapuram GP
2026_LSGD_871584_3
ET02/2026/AE/LSGD/KNPM/2026-27
Open Tender
Civil Works - Buildings
Percentage
180 days
KANNAPURAM GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹3,173
Yes
7 Oct 2026
24 Sept 2026
5 Oct 2026
24 Sept 2026
3 Oct 2026
24 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building Maintenance | |||||
| 1.001 | OD111308/2026-2027:Dismantling rolling shutters made of required size conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover etc. and stacking the material within 50 metres lead of : MS. rolling shutter. | 4.8 | sqm | 110.35 | ₹529.68 |
| 1.002 | 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 | 1.78 | cum | 335.74 | ₹596.95 |
| 1.003 | 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. | 1.53 | cum | 416 | ₹636.06 |
| 1.004 | OD112510/2026-2027:Laterate neatly dressed stones of size 35*20*20 cm or nearest size in C.M 1:6 for foundation and basement | 3.96 | cum | 6,496.02 | ₹25,717.74 |
| 1.005 | OD113434/2026-2027:Laterate masonry with neatly dressed laterate stone of size35x20x20cm or nearest size in
cement mortar 1:6 for super structure above plinth level up to floor two level including all cost
of materials, labour charges etc. | 0.66 | cum | 7,319.61 | ₹4,830.94 |
| 1.006 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1.38 | sqm | 897.16 | ₹1,238.08 |
| 1.007 | 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 | 3.5 | metre | 212.92 | ₹745.22 |
| 1.008 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 11.04 | kg | 104.93 | ₹1,158.43 |
| 1.009 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 0.14 | cum | 12,546 | ₹1,731.35 |
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