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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-AOC URANGATHIRI | AURANGABAD | BIHAR | 800036 | ₹1.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.6 L+₹13,742.23 (9.10%)Rejected-AOC URANGATHIRI | AURANGABAD | MAHARASHTRA | 423701 | ₹1.6 L+₹13,742.23 (9.10%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.7 L+₹20,296.22 (13.4%)Rejected-AOC KINARADAPPAN VETTILAPPARA PO MALAPPUARM 673639 AREACODE MALAPPURAM DISTRICT | MALAPPURAM | KERALA | 673639 | ₹1.7 L+₹20,296.22 (13.4%) | L3 | Rejected-AOC L3 |
Tender Value
₹2.1 L
EMD Value
₹5,285
Closing Date
7 Mar 2026, 6:00 pmClosed
OFFICE OF AE LID AND EW URANGATTIRI
OFFICE OF AE LID AND EW URANGATTIRI
Annual Plan-Pavanna GLP School Stage Construction-proj no 94/26 ward 08-General Civil Work
2026_LSGD_841986_4
AE/UGTY/TN/07/2025-26
Open Tender
Civil Works - Buildings
Item Wise
AE LID EW URANGATTIRI
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,285
Yes
31 Aug 2026
28 Feb 2026
9 Mar 2026
28 Feb 2026
7 Mar 2026
28 Feb 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 |
|---|---|---|---|---|---|
| 1stage construction | |||||
| 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 | 1 | cum | 330.41 | ₹330.08 |
| 1.002 | OD502514/2025-2026: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 | 1 | cum | 3,668.07 | ₹3,664.4 |
| 1.003 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | 354.69 | - |
| 1.004 | 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) | - | cum | 8,483.41 | - |
| 1.005 | 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. | - | cum | 409.4 | - |
| 1.006 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | 339.63 | - |
| 1.007 | 10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes | 1 | kg | 207.59 | ₹207.38 |
| 1.008 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., 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 | - | kg | 212.12 | - |
| 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 | - | kg | 171.81 | - |
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