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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹3.0 L+₹5,926.34 (2.00%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹3.0 L
EMD Value
₹7,408
Closing Date
23 Jul 2026, 6:00 pmClosed
AE LSGD
LID EW SECTION , MELATTUR GP
Anganwadi Maintenance
2026_LSGD_860532_5
01/AE/LID EW/2026-27
Open Tender
Civil Works - Buildings
Percentage
AE LSGD SECTION MELATTUR GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹655
Yes
₹7,408
Yes
27 Jul 2026
16 Jul 2026
25 Jul 2026
16 Jul 2026
23 Jul 2026
16 Jul 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 |
|---|---|---|---|---|---|
| 1Anganwadi | |||||
| 1.001 | 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work | - | sqm | 158.79 | - |
| 1.002 | 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 | cum | 409.4 | ₹408.99 |
| 1.003 | 51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | - | cum | 906.44 | - |
| 1.004 | OD526913/2025-2026:Providing and laying interlocking cabbles 60mm thick (premium) minimum strength 4kg/cm2 over a bed
of 6mm metal in 50mm average thick and compacting using earth hammer/ compacting machine hand
operated including cost conveyance and labour charges. | 0.2 | 1 sqm | 1,003.83 | ₹199.76 |
| 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 | 330.41 | ₹330.08 |
| 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 | 8,483.41 | ₹8,474.93 |
| 1.007 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | 354.69 | ₹354.34 |
| 1.008 | 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 | 1,956.3 | ₹1,954.34 |
| 1.009 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 1 | cum | 7,489.25 | ₹7,481.76 |
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