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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹32.9 LAdmitted-Finance 04 3 | PRATAPGARH | RAJASTHAN | 312604 | -24.11% | ₹32.9 L | L1 | Admitted-Finance |
| 2 | L2₹37.5 LAdmitted-Finance DELHI ALWAR ROAD SADDIQ NAGAR DISTRICT NUH 122107 | NUH | HARYANA | 122107 | -13.54% | ₹37.5 L | L2 | Admitted-Finance |
Tender Value
₹43.5 L
EMD Value
₹87,070
Closing Date
30 Apr 2026, 6:00 pmClosed
EXECUTIVE ENGINEER HAWAMAHAL-AMER ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
Repair and renovation work in hawamahal zone office building
2026_DLB_552617_1
04 EXECUTIVE ENGINEER HAWAMAHAL-AMER ZONE
Open Tender
Repair and Maintenance Works
120 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹590
ONLINE PAY IN JAIPURMC WEBSITE
₹87,070
Yes
5 May 2026
20 Apr 2026
1 May 2026
20 Apr 2026
30 Apr 2026
20 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 |
|---|---|---|---|---|---|
| 1 | (4.10.1.1) 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.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. In all types soils/.1 Depth upto 1.5 m | - | Cum | - | - |
| 2 | (1.1.1) Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth upto lead 10KM. | - | Cum | - | - |
| 3 | (21.1.7) 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 | - | - |
| 4 | (30.35) Random rubble dry stone Kharanja (soling) under floor. | - | Cum | - | - |
| 5 | (25.1.1) Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand | - | Cum | - | - |
| 6 | (23.3.2) Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas,lintels, bands, plain window sills, staircases and spiral stair casesupto two stories excluding the cost of centring, shuttering, finishingand reinforcementM-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3graded stone aggregate 20 mm nominal size) -As per design mix) | - | Cum | - | - |
| 7 | (23.19.6) Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars. | - | Kg | - | - |
| 8 | (24.11.2) Half brick masonry with FPS brick of class designation 75 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand) | - | sqm | - | - |
| 9 | (22.1.1) Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete. | - | Sqm | - | - |
| 10 | (24.31.2) Brick work with clay flyash brick of class designation 75 in superstructure above plinth level upto two stories in : Cement mortar 1:6 (1 cement : 6 coarse sand) | - | Cum | - | - |
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