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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.1 LAdmitted-Finance | -22.51% | ₹11.1 L | L1 | Admitted-Finance |
| 2 | L2₹12.0 L+₹93,045.39 (8.41%)Admitted-Finance | -15.99% | ₹12.0 L+₹93,045.39 (8.41%) | L2 | Admitted-Finance |
| 3 | L3₹13.1 L+₹2.0 L (18.5%)Admitted-Finance 21 A MALVIYA NAGAR AIR FORCE AREA JODHPUR RAJASTHAN 342001 | JODHPUR | RAJASTHAN | 342001 | -8.21% | ₹13.1 L+₹2.0 L (18.5%) | L3 | Admitted-Finance |
| 4 | L4₹14.1 L+₹3.0 L (27.1%)Admitted-Finance | -1.51% | ₹14.1 L+₹3.0 L (27.1%) | L4 | Admitted-Finance |
Tender Value
₹13.7 L
EMD Value
₹27,360
Closing Date
12 Aug 2026, 4:00 pmClosed
Executive Officer, Nagar Palika, Lambaharisingh
Executive Officer, Nagar Palika, Lambaharisingh
Construction of C.C. Road and Nali from Suresh Jangid to Jagdish House side Gulgaon in Municipal Area Lambaharisingh
2026_DLB_582582_3
NIT 34/2026-27 NAGAR PALIKA LAMBAHARISINGH
Open Tender
Civil Works
Percentage
180 days
Lamba Harisingh
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
RTGS/NEFT Payment Transfer Slip
₹27,360
Yes
18 Aug 2026
6 Aug 2026
12 Aug 2026
6 Aug 2026
12 Aug 2026
6 Aug 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 | 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 | 87.6 | cum | 678 | ₹59,392.8 |
| 2 | Dressing of earth work in surface excavation including cutting
and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m | 427 | sqm | 41 | ₹17,507 |
| 3 | 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 ersion. Grading - III Material | 64.05 | Cum | 1,157 | ₹74,105.85 |
| 4 | 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 with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion | 86.5 | Cum | 3,070 | ₹2,65,555 |
| 5 | Providing and laying un-reinforced, plain cement concrete mix with concrete 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 a continuous 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 | 129.75 | Cum | 5,650 | ₹7,33,087.5 |
| 6 | 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 | 46.2 | cum | 229.5 | ₹10,602.9 |
| 7 | Carriage of excauted soil as directed within 1 Km lead | 133.8 | Cum | 161.51 | ₹21,610.04 |
| 8 | 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). | 13.2 | cum | 4,575 | ₹60,390 |
| 9 | 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 : foundation, footing, bases of columns, etc. for mass concrete. | 186 | sqm | 236.5 | ₹43,989 |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 13.95 | cum | 5,510 | ₹76,864.5 |
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