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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹31.6 LAdmitted-Finance | -17.85% | ₹31.6 L | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹38.5 L
EMD Value
₹76,940
Closing Date
16 Apr 2026, 12:00 pmClosed
Executive Officer
Municipal Board Pahadi
Renovation work of Municipal Office Old (Hospital) Building
2026_DLB_550399_1
enit02
Open Tender
Civil Works
60 days
Pahari
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Officer
₹76,940
Yes
23 Apr 2026
8 Apr 2026
17 Apr 2026
8 Apr 2026
16 Apr 2026
8 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1.01 | 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-incharge.3.1.1 In cement mortar | 1 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. 4.10.1 In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. 4.10.1.1 Depth upto 1.5 m | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.03 | Random rubble dry stone Kharanja (soling) under floor. | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.05 | Random rubble masonry with hard stone in foundation and plinth : 25.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) | - | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 2Reinforcement for R.C.C. work at all levels including straightening,cutting, bending, placing in position and binding all complete.Hot rolled deformed bars | ||||||
| 3Centring and shuttering with plywood or steel sheet upto two stories( each story of height upto 3.5 metre from floor level) includingstrutting, propping etc. and removal of form for : 22.1.1 Foundations, footings, bases of columns, etc. for mass concrete. | ||||||
| 4 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20
mm nominal size) | 1 | Cum | - | - | BI01010001010000000000000515BI0100001120 |
| 5Extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories. | ||||||
| 6Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 1:4 (1 cement : 4 fine/ coarse sand) | ||||||
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