Drainage work for Benad road, Murlipura, Jhotwara Industrial Area, Niwaru Road and adjoining area in Zone B2, JDA Jaipur
Jaipur Development Authority · Jaipur, Rajasthan · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹56.1Cr
- EMD: ₹1.1Cr
- Published: 29 Oct 2026
- Closing date: 30 Nov 2026
- Status: open
- Status as of: 02 Nov 2026 00:03 UTC
- Department: Director - Engineering - II
- Office: Office of Executive Engineer Zone-B2
Description
Jaipur Development Authority invites percentage-rate bids for drainage and associated civil works in Zone B2, Jaipur. Estimated procurement cost is Rs. 5608.93 lakh. Bids close on 30 November 2026 at 6:00 PM. The work is to start within 10 days of the work order and be completed within the specified time limits, which are not stated in the available text.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Proof of deposition of Bid Security, Proof of payment of bidding document fee, Proof of payment of RISL processing fee, GST registration, Signed Annexure B, Copy of enlistment as contractor/bidder in the required category, Technical bid, Financial bid, Bill of quantities
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Commercial terms
- Bid type: Percentage
- Evaluation: L-1 (Like Least Cost Based Selection (LCBS)-L1)
- Make in India (MII): No
- MSE preference: No
Line items (60)
- Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per MoRD Specification Clause 202. By Manual Means Cement Concrete — Qty: 3371.824 Cum
- Dismantling Guard Rails Dismantling guard rails by manual means and disposal of dismantled material with all lifts and upto a lead of 1000 m, stacking serviceable materials and unserviceable materials separately as per MoRTH Specification Clause 202. — Qty: 10 Rmt
- Dismantling Kerb Stones Dismantling kerb stones by manual means and disposal of dismantled material with all lifts and upto a lead of 1000 m as per MoRTH Specification Clause 202. — Qty: 4428.51 R.Mtr.
- Excavation for Structures Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth — Qty: 77861.88 Cum
- 3 m to 6 m depth — Qty: 11515.33 Cum
- Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means Bituminous Courses — Qty: 14074.46 cum
- Size 1.00 M x 1.00 M — Qty: 7736 P.Rmt
- Size 1.25 M x 1.25 M — Qty: 2384.76 P.Rmt
- Size 1.50 M x 1.50 M — Qty: 4128 P.Rmt
- Size 2.00 M x 2.00 M — Qty: 950 P.Rmt
- FORM WORK 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 : Walls (any thickness) including attached pilasters, buttresses plinth and string course. — Qty: 14450.871 sqm
- Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. Plain/reinforced cement concrete in — Qty: 4983.636 sqm
- substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 For height upto 5 mR.C.C. grade M 25 — Qty: 3711.479 cum
- CAST-IN-SITU CONCRETE: Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision. — Qty: 1691.643 cum
- Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material — Qty: 6687.12 cum
- Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 — Qty: 33435.6 sqm
- Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. — Qty: 113985 sqm
- Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 4.0 & 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 505 complete in all respects. Bitumen (VG-30) Grading - II (26.50 mm (Nominal Size)) — Qty: 9745.718 P.MT
- Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 5.2 & 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in all respects for Grading-II(13 mm nominal size) Bitumen (VG-30) — Qty: 5243.31 P.MT
- 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 oxide — Qty: 173500 Kg
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