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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.8 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹11.9 L+₹14,747.50 (1.25%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹13.3 L+₹1.5 L (12.8%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹13.4 L+₹1.6 L (13.9%)Admitted-Finance 26 2 SHAKTI NAGAR PAOTA C ROAD JODHPUR | JODHPUR | JODHPUR | RAJASTHAN | L4 | Admitted-Finance |
Tender Value
₹13.4 L
EMD Value
₹26,820
Closing Date
17 Aug 2026, 6:00 pmClosed
Commissioner,
Nagar Nigam Bikaner.
CC road work from hariram baba mandir to baba ramdev mandir, Ward No. 37, Bikaner.
2026_DLB_583536_1
E-NIT No. 59/2026-27/Nirman w37
Open Tender
Civil Works
Percentage
60 days
Bikaner
as per tender
2 documents required · 2 mandatory
₹1,000
MDRISL Jaipur and Commissioner NNB
₹26,820
Yes
9 Oct 2026
7 Aug 2026
18 Aug 2026
7 Aug 2026
17 Aug 2026
7 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 flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer. Granular Course | 42 | Cum | 310 | ₹13,020 |
| 2 | 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. | 156 | Cum | 229.5 | ₹35,802 |
| 3 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: Sand, bazri, ballast, kankar for lead 5KM | 198 | Cum | 203.81 | ₹40,354.38 |
| 4 | Providing and laying lean cement concrete 1:4:8 in Sub- base over aprepared 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 aintenance of diversion. | 104 | Cum | 2,955 | ₹3,07,320 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). | 156 | Cum | 5,910 | ₹9,21,960 |
| 6 | Supplying & fixing 560mm dia opening SFRC manhole frame & cover as per IS : 12592-2002 in existing manholes including grouting the frame in PCC M-15 complete in all respect as directed by the Engineer. HD-20 | 5 | Each | 2,675 | ₹13,375 |
| 7 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in-charge. Internal work - Exposed on wall 20 mm nominal outer dia .Pipes. | 30 | Mtr | 295 | ₹8,850 |
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