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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.7 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹7.7 L+₹775.39 (0.10%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹7.9 L+₹12,793.94 (1.65%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
₹7.8 L
EMD Value
₹78,000
Closing Date
3 Sept 2026, 5:00 pmClosed
Sachiv Daurala
Sachiv Daurala
09 - Sahkari ganna vikas samiti ltd. Daurala ke gram Chirchita mai khad godam prangan mai avsesh interlocking tiles ka kariya.
2026_CDSI_1179862_9
160/C Dt. 20-08-2026 (Daurala)
Open Tender
Miscellaneous Works
Percentage
180 days
Daurala
Tender Fee, EMD and Other documents as per the tender document/NIT
2 documents required · 2 mandatory
₹1,354
SACHIV SAHKARI GANNA VIKAS SAMITI LTD.
₹78,000
2 Oct 2026
26 Aug 2026
5 Sept 2026
26 Aug 2026
3 Sept 2026
26 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 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. | 2.85 | CUM | 183.4 | ₹522.69 |
| - | Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. | 0.85 | CUM | 4,800.9 | ₹4,080.77 |
| - | M-150 brick work in 1:6 (one cement and four coarse sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. | 8.36 | CUM | 5,026.6 | ₹42,021.12 |
| - | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 264.23 | Cum | 493.7 | ₹1,30,450.35 |
| - | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 55.05 | Sqm | 2,934.8 | ₹1,61,551.57 |
| - | S/Laying of 80mm thick precast cement concrete I-shape Interlocking pane blocks with to layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P. cement ,smooth high gloss finish, skid resistant manufactured from ruber moulds thriugh vibro-compression mechanisam, the compressive strength of concrete paver block shall not be less than 30Mpa(M-30)and weight 5kg per nos.confiming to IS15658-2006 I/c cost material,with ablanket layer of 4.00 Cm thick fine sand labour,T&P and Vat ctc required for proper completion of the work. | 440.38 | Sqm | 991.8 | ₹4,36,763.93 |
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