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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹21.6 LAdmitted-Finance | -11.89% | ₹21.6 L | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹24.5 L
EMD Value
₹49,000
Closing Date
17 Aug 2026, 9:30 amClosed
EO MUNICIPAL BOARD MERTA CITY
EO MUNICIPAL BOARD MERTA CITY
Annual Rate Contract for Const / Repair of Nala at various places in Merta City
2026_DLB_584556_2
NIT-NO-12/2026-27 EO MUNICIPAL BOARD MERTA CITY
Open Tender
Civil Works
Percentage
365 days
MERTA CITY
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EO MUNICIPAL BOARD MERTA CITY/MD RISL JAIPUR
₹49,000
Yes
19 Aug 2026
8 Aug 2026
17 Aug 2026
8 Aug 2026
17 Aug 2026
8 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 | Silt clearance of drains, channels and canals with lift 1.5 Mtr and lead up to 50 Mtr | 112.5 | Cum | 384.5 | ₹43,256.25 |
| 2 | Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301.In all type of soil | 378 | Cum | 235.5 | ₹89,019 |
| 3 | Carriage of Materials by mechanical transport including loading, unloading and stacking ::earth additional 2km lead | 490.5 | Cum | 185.54 | ₹91,007.37 |
| 4 | Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power 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 | 47.25 | Cum | 1,360 | ₹64,260 |
| 5 | 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. | 31.5 | Cum | 3,070 | ₹96,705 |
| 6 | Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand) | 226.8 | Cum | 4,860 | ₹11,02,248 |
| 7 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar | 756 | Cum | 213.5 | ₹1,61,406 |
| 8 | Stone work (machine cut edges) for wall lining etc. (veneer work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of cramps which shall be paid for separately) :70 mm. | 219.75 | sqm | 2,293 | ₹5,03,886.75 |
| 9 | Providing and laying un-reinforced, plain cement concrete mix withConcrete Mixer & vibrator pavement over a prepared sub base with43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed asper 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 | 47.05 | Cum | 6,340 | ₹2,98,297 |
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