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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.0 CrAdmitted-Finance B 119 SIGMA 1 GREATER NOIDA G B NAGAR U P | -19.13% | ₹16.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹16.2 CrAdmitted-Finance | -18.29% | ₹16.2 Cr | L2 | Admitted-Finance |
| 3 | L3₹18.9 CrAdmitted-Finance 1 513 VIDHYADHAR NAGAR JAIPUR 302039 RAJASTHAN | JAIPUR | RAJASTHAN | 302039 | -4.31% | ₹18.9 Cr | L3 | Admitted-Finance |
| 4 | L4₹19.2 CrAdmitted-Finance N 29 ADINATH NAGAR OPP WORLD TRADE PARK JAI JAWAN COLONY III MALVIYA NAGAR JAIPUR 302034 RAJ | JAIPUR | JAIPUR | RAJASTHAN | 302034 | -2.79% | ₹19.2 Cr | L4 | Admitted-Finance |
| 5 | L5₹20.9 CrAdmitted-Finance | +5.40% | ₹20.9 Cr | L5 | Admitted-Finance |
Updated dates
Tender Value
₹19.8 Cr
EMD Value
₹39.6 L
Closing Date
4 Mar 2026, 6:00 pmClosed
Executive Engineer
KDA Kota
Civil Work
2026_UITKo_539419_2
NIT 36/2025-26 (6)
Open Tender
Civil Works
365 days
Kota
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,500
7500 Secretary, KDA ,Kota 2500 MD RISL,Jaipur
₹39.6 L
Yes
16 Apr 2026
17 Feb 2026
5 Mar 2026
17 Feb 2026
4 Mar 2026
17 Feb 2026
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
Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed:Hard rock(blasting prohibited) useful material 30%
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. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
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
Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five 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 for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.
Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five 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 for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.
M20 grade Nominal Mix / Design Mix
Centering 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.
Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :
Columns, pillars, posts and struts etc.
Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :
Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc.
Add extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan are is to be measured)
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) Hot rolled deformed bars (IS : 1139).
Add extra for providing richer mixes respectively at all floor levels Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix.
Providing & fixing Brown Kota/Mandana/Dholpur/slate stone in cladding/Flooring Structural base with white cement & Tinex chemical & SS Clamp and Fasteners (of approved brand) laid and jointed with white cement shurry mixed with pigment to match the shade of the slab as per drawing attached complete in all respect as per direction of Engineer-In-Charge & Architect with all lead & lift. The Stone measurement will be done of outer most dimension. Thickness of stone 25-30mm
Providing & fixing Mandana stone top part moulding size avg. base of with white cement & Tinex chemical & SS Clamp all inclusive of carving, moulding, laid and jointed with white cement slurry mixed with pigment to match the shade of the slab as per design pattern including rubbing and finishing as per ENCLOSEDd drawing , complete in all respect as per direction of Engineer- In- Charge & Architectt with all lead & lift. The Stone measurement will be done of outer most dimension
Providing & fixing Mandana / Dholpur White/Gwalior Mint/teak stone/ slate stone in cladding / Flooring Structural base with white cement & Tinex chamical & SS Clamp and Fastners (of approved brand) laid and jointed with white cement slurry mixed with pigment to match the shade of the slab as per drawing attached complete in all respect as per direction of Engineer- In- Charge & Architect with all lead & lift. The Stone measurement will be done of outer most dimension. Thickness of ston 40-50mm
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:
Cement Mortar 1:6 ( 1-Cement : 6-Sand).
Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red
Extra if square,rectangular hollow tubelar sections are used or grill made by flats only
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3
Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete.Earth, Sand, Lime, Morrum manure or sludge For 5 Km
Construction 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. For Grading III Material
Providing, 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.
By Mechanical Means with all lead
Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork 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 for 14-days, using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately)
Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, pointing & jointing with cement mortar 1:4 of size (20 x 25) x 30 cm
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.
M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along with ISI marked (IS:3419-1988) accessories as required in recess including cutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
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