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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹62.9 LAdmitted-Finance | -3.05% | ₹62.9 L | L1 | Admitted-Finance |
| 2 | L2₹64.4 LAdmitted-Finance LUNIYAWAS SANGANER JAIPUR RAJASTHAN 302031 | JAIPUR | RAJASTHAN | 302031 | -0.75% | ₹64.4 L | L2 | Admitted-Finance |
| 3 | L3₹74.8 LAdmitted-Finance 57 GREEN NAGAR TONK ROAD DURGAPURA JAIPUR RAJASTHAN 302018 | JAIPUR | JAIPUR | RAJASTHAN | 302018 | +15.21% | ₹74.8 L | L3 | Admitted-Finance |
Tender Value
₹65 L
EMD Value
₹1.3 L
Closing Date
25 May 2026, 6:00 pmClosed
SUPERINTENDING ENGINEER
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
CONSTRUCTION WORK OF A BUILDING FOR AN ANIMAL EYE CARE SPECIALTY CENTER AT THE MULTI-SPECIES VETERRINARY HOSPITAL, HINGONIA, JAIPUR
2026_DLB_557098_1
03 SUPERINTENDING ENGINEER
Open Tender
Construction Works
180 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹1,000
ONLINE PAY IN JAIPURMC WEBSITE
₹1.3 L
Yes
29 May 2026
11 May 2026
26 May 2026
11 May 2026
25 May 2026
11 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 | (2.3.1) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to a lead of 50 metres from road boundary including removal and disposal of top organic soil not exceeding 150 mm in thickness as directed by Engineer. In area of light jungle | - | hectare | 61,600 | - |
| 2 | (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 | 199 | Cum | 229.5 | ₹45,670.5 |
| 3 | (4.10.1.2) Add extra for overall depth of excavation above 1.5 m and upto 3.0 m over item no 4.10.1.1 | 52 | Cum | 245.6 | ₹12,771.2 |
| 4 | (1.1.1) Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth (for 2 km) | 150 | Cum | 185.54 | ₹27,831 |
| 5 | (4.13) Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m. | 200 | Cum | 159 | ₹31,800 |
| 6 | (21.1.5) Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | 47 | Cum | 5,000 | ₹2,35,000 |
| 7 | (23.1.1) 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 :1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size). (As per design mix) | 5 | Cum | 6,410 | ₹32,050 |
| 8 | (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 | 44 | Cum | 6,340 | ₹2,78,960 |
| 9 | (23.2.1) 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. 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) (As per design mix) | 18 | Cum | 7,460 | ₹1,34,280 |
| 10 | (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) | 68 | Cum | 7,660 | ₹5,20,880 |
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