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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.6 LAdmitted-Finance | -34.93% | ₹15.6 L | L1 | Admitted-Finance |
| 2 | L2₹17.1 LAdmitted-Finance | -28.86% | ₹17.1 L | L2 | Admitted-Finance |
| 3 | L3₹17.6 LAdmitted-Finance | -26.99% | ₹17.6 L | L3 | Admitted-Finance |
| 4 | L4₹17.8 LAdmitted-Finance | -25.91% | ₹17.8 L | L4 | Admitted-Finance |
| 5 | L5₹17.8 LAdmitted-Finance | -25.87% | ₹17.8 L | L5 | Admitted-Finance |
Tender Value
₹24.0 L
EMD Value
₹48,060
Closing Date
21 Apr 2026, 6:00 pmClosed
Commissioner, Nagar Parishad, Tonk
Commissioner, Nagar Parishad, Tonk
Interlocking Tiles work at Gandhi Goushala in Municipal Area Tonk
2026_DLB_551230_1
NIT 03/2026-27 NAGAR PARISHAD, TONK
Open Tender
Civil Works
120 days
Tonk
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
RTGS/NEFT Payment Transfer Slip
₹48,060
Yes
24 Apr 2026
11 Apr 2026
22 Apr 2026
11 Apr 2026
21 Apr 2026
11 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 |
|---|---|---|---|---|---|
Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading,grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) | - | cum | - | - | |
Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion Grading - III Material | - | cum | - | - | |
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 concrete mixer, laid manualy,compacted 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. | - | cum | - | - | |
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. | - | P.Sqm | - | - |
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