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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.2 LAdmitted-Finance GROUND K 4 NEW SANGANER ROAD NARENDRA NAGAR SWAGE FARM JAIPUR JAIPUR RAJASTHAN 302019 | JAIPUR | RAJASTHAN | 302019 | -28.20% | ₹7.2 L | L1 | Admitted-Finance |
| 2 | L2₹7.5 LAdmitted-Finance | -24.58% | ₹7.5 L | L2 | Admitted-Finance |
| 3 | L3₹7.6 LAdmitted-Finance | -23.81% | ₹7.6 L | L3 | Admitted-Finance |
| 4 | L4₹7.6 LAdmitted-Finance 192 NARAYAN VIHAR K JAIPUR JAIPUR RAJASTHAN 302020 | JAIPUR | RAJASTHAN | 302020 | -23.67% | ₹7.6 L | L4 | Admitted-Finance |
| 5 | L5₹7.7 LAdmitted-Finance | -23.23% | ₹7.7 L | L5 | Admitted-Finance |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
30 Mar 2026, 6:00 pmClosed
EXECUTIVE ENGINEER VIDHYADHAR NAGAR ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
FOOTPATH TILE CONSTRUCTION WORK IN SHYAM NAGAR COLONY, VRINDAVAN COLONY, SHIVPURI COLONY, TARA NAGAR AND OTHER PLACES IN WARD NO. 40.
2026_DLB_547313_1
287 EXECUTIVE ENGINEER VIDHYADHAR NAGAR ZONE
Open Tender
Construction Works
60 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹590
ONLINE PAY IN JAIPURMC WEBSITE
₹20,000
Yes
6 Apr 2026
19 Mar 2026
1 Apr 2026
19 Mar 2026
30 Mar 2026
19 Mar 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(2.4.2) Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. Cement Concrete Grade M-15 and above and PCC blocks | |||||
| 2(4.2.1) Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. In all type of soil | |||||
| 3(1.1.1) Carriage of Materials by mechanical transport including loading, unloading and stacking ::Earth 05KM. | |||||
| 4(9.3) Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid manually, compacting with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | |||||
| 5(10.1) Providing and fixing precast cement concrete M-20 grade (Using mechanical Concrete Mixer) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick PCC M-10 grade foundation as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | |||||
| 6(9.11) Providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimum compressive strength of 300 kg/ sq cm. The CC paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in-charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. | |||||
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