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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.8 LAdmitted-Finance DELHI ALWAR ROAD SADDIQ NAGAR DISTRICT NUH 122107 | NUH | HARYANA | 122107 | -36.39% | ₹7.8 L | L1 | Admitted-Finance |
| 2 | L2₹8.1 LAdmitted-Finance | -33.87% | ₹8.1 L | L2 | Admitted-Finance |
| 3 | L3₹8.9 LAdmitted-Finance | -27.11% | ₹8.9 L | L3 | Admitted-Finance |
| 4 | L4₹10.4 LAdmitted-Finance 106 GREEN AVANUE NAGAR AJMER ROAD GAJSINGHPURA JAIPUR RAJASTHAN 302021 | JAIPUR | RAJASTHAN | 302021 | -14.99% | ₹10.4 L | L4 | Admitted-Finance |
Tender Value
₹12.3 L
EMD Value
₹24,540
Closing Date
5 May 2026, 6:00 pmClosed
Commissioner, Nagar Parishad, Tonk
Commissioner, Nagar Parishad, Tonk
Construction of C.C. Road from Plot No. 150 Lal Chand Sahu house to Plot No.145 Pawan Soni house to Kishan Gurjar house in Basant Vihar Colony NH-12 Municipal Area Tonk
2026_DLB_553663_1
NIT 06/2026-27 NAGAR PARISHAD, TONK
Open Tender
Civil Works
90 days
Tonk
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
RTGS/NEFT Payment Transfer Slip
₹24,540
Yes
7 May 2026
23 Apr 2026
6 May 2026
23 Apr 2026
5 May 2026
23 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 cur ing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | - | cum | - | - | |
Providing and laying un-reinforced, plain cement concrete mix withConcrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383,maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in acontinuous operation including provision of contraction, expansion,construction and longitudinal joints etc including all material, labour,machinery, lighting, guarding and maintenance of diversion.PCC M-20 | - | Cum | - | - | |
Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | - | sqm | - | - |
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