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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹22,849.10Admitted-Finance | -22.91% | ₹22,849.10 | L1 | Admitted-Finance |
| 2 | L2₹24,008+₹1,158.90 (5.07%)Admitted-Finance | -19.00% | ₹24,008+₹1,158.90 (5.07%) | L2 | Admitted-Finance |
| 3 | L3₹25,789.34+₹2,940.24 (12.9%)Admitted-Finance SHRI SHEELA | -12.99% | ₹25,789.34+₹2,940.24 (12.9%) | L3 | Admitted-Finance |
| 4 | L4₹26,672.60+₹3,823.50 (16.7%)Admitted-Finance | -10.01% | ₹26,672.60+₹3,823.50 (16.7%) | L4 | Admitted-Finance |
| 5 | L5₹29,049.68+₹6,200.58 (27.1%)Admitted-Finance PALI | RAJASTHAN | 306001 | -1.99% | ₹29,049.68+₹6,200.58 (27.1%) | L5 | Admitted-Finance |
Tender Value
₹25.0 L
EMD Value
₹49,980
Closing Date
5 Aug 2026, 6:00 pmClosed
EXECUTIVE OFFICER
MUNICIPAL BOARAD KHUDALA FALNA
ARC OF DRAIN, CROSS AND OTHER REPAIRMENT WORKS AT VARIOUS PLACES IN KHUDALA ZONE
2026_DLB_577911_1
1886
Open Tender
Civil Works
Percentage
190 days
MUNICIPAL BOARAD KHUDALA FALNA
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
EXECUTIVE OFFICER / MDRISL
₹49,980
Yes
8 Aug 2026
27 Jul 2026
6 Aug 2026
27 Jul 2026
5 Aug 2026
27 Jul 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 Cement Concrete Grade M-15 and above and PCC blocks50 | - | cum | - | - |
| 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. Depth upto 1.5 m | - | cum | - | - |
| 3 | Carriage of Materials by mechanical transport including
loading, unloading and stacking :: 1 Km) | - | cum | 1 | - |
| 4 | Providing, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-2), 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 | - | - |
| 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 | - | cum | - | - |
| 6 | 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 | - | cum | - | - |
| 7 | Providing and fixing stone slab covering of required size over drains including filling of joints with cement sand mortar 1:3 complete as per direction of Engineer-in-charge. Average thickness 60 to 75 mm | - | sqm | - | - |
| 8 | 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 1:4 (1 cement : 4 fine/ coarse sand) | - | sqm | - | - |
| 9 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 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 75mm thick | - | sqm | - | - |
| 10 | Providing and fixing of reinforced Ferro-Cement drain covers designed for 'A' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etcStandard Size 600x800mm (75mm thick) for span 300 to 450mm | - | sqm | - | - |
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