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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹33.3 LAdmitted-Finance | -20.88% | ₹33.3 L | L1 | Admitted-Finance |
Tender Value
₹42 L
EMD Value
₹84,000
Closing Date
11 Aug 2026, 6:00 pmClosed
Executive Engineer
KDA Kota
CIVIL WORK
2026_UITKo_583968_1
NIT 16/2026-27 (20)
Open Tender
Civil Works
Percentage
90 days
Kota
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,500
2500 Secrectry KDA, 500 MD RISL
₹84,000
Yes
20 Aug 2026
8 Aug 2026
12 Aug 2026
8 Aug 2026
11 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 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge.1: 3: 6 or richer mix | 318 | Cum | 637 | ₹2,02,566 |
| 2 | Construction 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 note xceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to beas pertable 600-1, cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10M paat 7days, 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. | 106 | Cum | 2,715 | ₹2,87,790 |
| 3 | Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared subbase, with 43 grade cement or anyother type as per Clause 602.2.2M30 (Grade), coarse and fine aggregates conforming toI S:383, maximum size of coarse aggregate not exceeding 31.5mm, mixed in a concrete mixer of not less than 0.5cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Form work (steel channel, laying and fixing of 150micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for14- days, using water finishing to line sand grade as per drawing and MoRTH Specification Clause 602 including vaccumde watering process with all required equipments (Dowel Bars will be paid seprately) | 212 | CUM | 5,500 | ₹11,66,000 |
| 4Drain work | |||||
| 4.1 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil | 381.6 | CUM | 175 | ₹66,780 |
| 5 | Providing 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. 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | 42.4 | Cum | 3,847 | ₹1,63,112.8 |
| 6 | Providing 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 | 203.4 | Cum | 4,934 | ₹10,03,575.6 |
| 7 | Centering and Shuttering with plywood or steel plate including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. | 1,033.5 | Sqm | 157 | ₹1,62,259.5 |
| 8 | Providing 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)Thermo-mechanically Treated bars (Conforming of relevent IS code) | 11,176.83 | KG | 77 | ₹8,60,615.91 |
| 9 | CARRIAGE OF MATERIALSEarth, Sand, Lime, Morrum manure or sludge UP TO 1 KM | 699.6 | CUM | 80 | ₹55,968 |
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