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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | -23.71% | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 CrAdmitted-Finance | -20.89% | ₹1.6 Cr | L2 | Admitted-Finance |
Tender Value
₹2 Cr
EMD Value
₹4 L
Closing Date
23 Mar 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
KDA KOTA
Construction of RCC Drain, Nallah and CD in Zone-II-A (ARC)
2026_UITKo_547498_1
39/2025-26 (07)
Open Tender
Civil Works
365 days
KOTA
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
Online Through SSO Portal
₹4 L
Yes
21 Apr 2026
19 Mar 2026
24 Mar 2026
19 Mar 2026
23 Mar 2026
19 Mar 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 |
|---|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | ||||||
| 2Random rubble dry stone Kharanja under floor. | ||||||
| 3Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. | ||||||
| 3.1 | M10 grade Nominal Mix
1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | - | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 4Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix | ||||||
| 5Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. | ||||||
| 6Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Hot rolled deformed bars (IS : 1139). | ||||||
| 7Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount 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 MoRTH Specification Clause 401. | ||||||
| 8Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. | ||||||
| 9Construction of dry lean cement concrete 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. | ||||||
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