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Tender Value
₹9.6 L
EMD Value
₹19,260
Closing Date
25 Jun 2026, 6:00 pm5d left
Similar tender results from the same govt authority in the past 3 years.
COMMISSIONER
MUNICIPAL COUNCIL SIROHI
Repairing of Drain and Interlocking work at Khetlaji Mandir, nagar parishad Sirohi.
2026_DLB_568503_1
4305
Open Tender
Civil Works
60 days
MUNICIPAL COUNCIL SIROHI
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
MDRISL, COMMISSIONER
₹19,260
Yes
18 Jun 2026
18 Jun 2026
29 Jun 2026
18 Jun 2026
25 Jun 2026
18 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 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. 2.4.2 Cement Concrete Grade M-15 and above and PCC blocks. | 140 | Cum | 678 | ₹94,920 | BI01010001010000000000000515BI0100001013 |
| 2 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: Stone, boulders, gravelly material for lead upto 2 Km. | 140 | Cum | 174.3 | ₹24,402 | BI01010001010000000000000515BI0100001014 |
| 3 | Providing and laying rolled cement concrete mix of M-10 base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum aggregate cement ratio 15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve the designed flexural strength, finishing and curing complete as per clause 603, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 70 | Cum | 3,420 | ₹2,39,400 | BI01010001010000000000000515BI0100001015 |
| 4 | 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. | 700 | Sqm | 795 | ₹5,56,500 | BI01010001010000000000000515BI0100001016 |
| 5 | 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. 4.10.1 In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.4.10.1.1 Depth upto 1.5 m. | 20.25 | Cum | 229.5 | ₹4,647.38 | BI01010001010000000000000515BI0100001017 |
| 6 | 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 : 5 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). | 1.35 | Cum | 4,575 | ₹6,176.25 | BI01010001010000000000000515BI0100001018 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1.5:3(1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm. | 6.08 | Cum | 5,910 | ₹35,932.8 | BI01010001010000000000000515BI0100001019 |
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