Construction of Road and drain in Karni nagar (Barda Kachi Basti), Nanta Kota
Kota Development Authority · Kota, Rajasthan · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹3.5Cr
- EMD: ₹7.0L
- Published: 23 Oct 2026
- Closing date: 13 Nov 2026
- Status: open
- Status as of: 30 Oct 2026 05:51 UTC
- Department: Kota Development Authority
- Office: Executive Engineer
Description
Construction of road and drain works in Karni Nagar (Barda Kachi Basti), Nanta, Kota. Estimated cost is Rs. 349.50 Lakhs. Completion period is 09 Months. Bid validity is 90 days from opening of the technical bid.
Eligibility & requirements
- Past performance: 33.33%
- Startup relaxation: No
- MSE relaxation: No
- Certifications: GST Registration
- Documents required: GST Registration certificate, Proof of PAN, Proof of payment of earnest money, tender fee and RISL fee, Audited balance sheets certified by the statutory auditors/CA, Experience certificate for execution of similar nature work issued by an officer/Engineer of at least Executive Engineer rank of a Government/Semi-Government department, Certificate of correctness of bid document on a non-Judicial Stamp paper of Rs 1000/- issued by Government of Rajasthan
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Commercial terms
- Bid type: Percentage
- Evaluation: Potential assessment evaluation; financial bids opened only for bidders meeting the potential assessment criteria
- Make in India (MII): No
- MSE preference: No
Line items (18)
- Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 — Qty: 1472 Cum
- (i)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 — Qty: 11268 Cum
- (i)Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3 — Qty: 3130 Cum
- Earth, Sand, Lime, Morrum manure or sludge Lead Upto 5.0 Km — Qty: 14398 Cum
- (iii)For Grading III Material — Qty: 4225.5 Cum
- By Mechanical Means with all lead — Qty: 1708.98 Cum
- PCC M-20 — Qty: 2504 Cum
- 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. — Qty: 2736 Cum
- M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). — Qty: 392.4 Cum
- 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 — Qty: 378 Cum
- 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. — Qty: 660 Sqm
- 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. M20 grade Nominal Mix / Design Mix — Qty: 606 Cum
- Walls (any thickness) including attached pilasters, buttresses plinth and string course. — Qty: 3840 Sqm
- 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 — Qty: 108 Cum
- Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. — Qty: 681.6 Sqm
- Hot rolled deformed bars (IS : 1139). — Qty: 42861 KG
- Red sand stone (Karauli stone) — Qty: 3795 Sqm
- Cement mortar 1 : 6 (1 cement : 6 coarse sand) — Qty: 54 cum
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