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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.2 LAdmitted-Finance | -17.75% | ₹8.2 L | L1 | Admitted-Finance |
| 2 | L2₹8.4 L+₹21,992.32 (2.67%)Admitted-Finance | -15.55% | ₹8.4 L+₹21,992.32 (2.67%) | L2 | Admitted-Finance |
| 3 | L3₹8.8 L+₹60,478.87 (7.36%)Admitted-Finance | -11.70% | ₹8.8 L+₹60,478.87 (7.36%) | L3 | Admitted-Finance |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
18 May 2026, 6:00 pmClosed
EXECUTIVE ENGINEER MURLIPURA ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
DEVELOPMENT WORK AT SITA VIHAR PARK IN WARD NO. 14 (MLA FUND)
2026_DLB_557121_1
09 EXECUTIVE ENGINEER MURLIPURA ZONE
Open Tender
Civil Works
Percentage
180 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹500
ONLINE PAY IN JAIPURMC WEBSITE
₹20,000
Yes
21 May 2026
8 May 2026
19 May 2026
8 May 2026
18 May 2026
9 May 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. Depth upto 1.5 m | 21.6 | cum | 229.5 | ₹4,957.2 |
| 2 | (21.1.8) Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size) | 8.68 | CUM | 4,330 | ₹37,584.4 |
| 3 | (22.1.1) Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 39.56 | sqm | 236.5 | ₹9,355.94 |
| 4 | (22.1.3) Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform. | 90.53 | sqm | 456 | ₹41,281.68 |
| 5 | (22.1.6) Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts | 34.82 | sqm | 375 | ₹13,057.5 |
| 6 | (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. | 1,500 | kg | 83.3 | ₹1,24,950 |
| 7 | (23.1.2) 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) | 11.7 | cum | 6,340 | ₹74,178 |
| 8 | (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 cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement: M-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) -As per design mix) | 13.28 | cum | 7,660 | ₹1,01,724.8 |
| 9 | (24.11.2) Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) | 19.78 | cum | 6,300 | ₹1,24,614 |
| 10 | (30.26) Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | 78.75 | sqm | 1,634 | ₹1,28,677.5 |
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