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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.2 LAdmitted-Finance | +1.51% | ₹15.2 L | L1 | Admitted-Finance |
| 2 | L2₹15.3 L+₹7,349.37 (0.48%)Admitted-Finance | +2.00% | ₹15.3 L+₹7,349.37 (0.48%) | L2 | Admitted-Finance |
| 3 | L3₹15.7 L+₹52,345.51 (3.44%)Admitted-Finance | +5.00% | ₹15.7 L+₹52,345.51 (3.44%) | L3 | Admitted-Finance |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
18 Jun 2026, 6:00 pmClosed
EXECUTIVE ENGINEER KISHANPOLE ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
CONSTRUCTION WORK OF COMMUNITY HALL/READING ROOM/LIBRARY AT UNIYARO KA RASTA BISRA CHAURAHA PURANI BASTI CHANDPOL BAZAAR GOVERNMENT CHOWK IN WARD NO. 58 OF KISHANPOLE ASSEMBLY CONSTITUENCY
2026_DLB_565241_1
24 EXECUTIVE ENGINEER KISHANPOLE ZONE
Open Tender
Construction Works
Percentage
120 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹590
ONLINE PAY IN JAIPURMC WEBSITE
₹30,000
Yes
25 Jun 2026
9 Jun 2026
19 Jun 2026
9 Jun 2026
18 Jun 2026
9 Jun 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 S/WALL L/WALL COLUMN | 56.16 | CUM | 229.5 | ₹12,888.72 |
| 2 | (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). S/WALL L/WALL COLUMN under floor in shade | 10.53 | CUM | 4,575 | ₹48,174.75 |
| 3 | (25.1.1) Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) S/WALL L/WALL RAMP | 32.19 | CUM | 4,860 | ₹1,56,443.4 |
| 4 | (23.1) 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 : | - | - | - | - |
| 5 | (23.1.2) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) COLUMN DPC | 11.23 | CUM | 6,340 | ₹71,198.2 |
| 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 cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement: 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 M-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) -As per design mix SLAB BEAM LINTEL | 15.01 | CUM | 7,660 | ₹1,14,976.6 |
| 7 | (23.2) Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : 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. | - | - | - | - |
| 8 | (23.2.2) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) COLUMN DPC | 4.32 | CUM | 7,380 | ₹31,881.6 |
| 9 | (23.19.6) Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. | 3,973.32 | KG | 83.3 | ₹3,30,977.56 |
| 10 | (30.35) Random rubble dry stone Kharanja (soling) under floor. | 9 | CUM | 2,270 | ₹20,430 |
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