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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance | -23.69% | ₹2.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.2 Cr+₹18.1 L (8.78%)Admitted-Finance | -16.99% | ₹2.2 Cr+₹18.1 L (8.78%) | L2 | Admitted-Finance |
| 3 | L3₹2.3 Cr+₹21.6 L (10.5%)Admitted-Finance | -15.71% | ₹2.3 Cr+₹21.6 L (10.5%) | L3 | Admitted-Finance |
| 4 | L4₹2.3 Cr+₹28.3 L (13.7%)Admitted-Finance | -13.23% | ₹2.3 Cr+₹28.3 L (13.7%) | L4 | Admitted-Finance |
| 5 | L5₹2.4 Cr+₹35.5 L (17.2%)Admitted-Finance | -10.59% | ₹2.4 Cr+₹35.5 L (17.2%) | L5 | Admitted-Finance |
Tender Value
₹2.7 Cr
EMD Value
₹5.4 L
Closing Date
29 Jul 2026, 6:00 pmClosed
EE A
JDA Jaipur
Construction of Bridge on Nallah Connecting Ramesh Marg and yudhishtir marg zone A JDA jaipur
2026_JDAJP_574243_1
EE-A 2026-26 NIB-17
Open Tender
Civil Works - Bridges
Percentage
270 days
JDA Area
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Online
₹5.4 L
Yes
6 Aug 2026
10 Jul 2026
4 Aug 2026
10 Jul 2026
29 Jul 2026
10 Jul 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 | 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
3 m to 6 m depth | - | Cum | 212 | - |
| 2 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete.
Building Rubbish Stone metal (Grit and ballast etc.)For 10 Km. | - | Cum | 97.95 | - |
| 3 | roviding, fixing, maintaining, shifting & refixing, barricading of a steel portable barricade with horizontal sheet 0.60 mtr wide, 2.4 mtr in length fitted on a “A” frame and sheet painted with 2 coats of yellow paint, lettering (CAUTION, JDA AT WORK, DRIVE SLOW) on sheet with RED paint & border with reflective paint at the time of every shifting, traffic diversion arrangement, safety guard, suitable lightning arrangement during night if required, complete in all respect till completion of the project as per technical specification and direction of Engineer-In-charge and same shall be possessed by the contractor after completion of the project.
Payment under this item will be released:-
(1) 50% at the time of providing new barricading at the time of start of project at location and plan as approved by the Engineer & certification
(2) 50% After completion of project including shifting, re-erecting and maintaining the barricading in position, during entire construction tenure with requisite manpower/flagman etc. Complete for guiding traffic and safety etc and dismantling after completion of project. | - | Each | 2,918 | - |
| 4 | Providing, laying and compacting plain/ reinforced cement concrete of specified grade in foundation/ levelling course/ pile cap using concrete mixer and vibrator complete including cost of form work, as per drawing and technical specifications and as per clause 1100, 1500,1700,2100 of MoRT&H specification including all scaffolding material, labour, machinery.PCC Grade M -20 | - | Cum | 5,880 | - |
| 5 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embanKment complete as per drawing and Technical specifications and as per clause 2504 of MoRT&H Specification. With R.R. Stone/ bolder, weighing not less than 40 kg, thickness not less than 150mm, Specific gravity not less than 2.65. | - | Cum | 1,839 | - |
| 6Providing and laying structural plain/ reinforced cement concrete (design mix) of specified grade in substructure at all levels using batching plant, transit mixer, concrete pump and vibrator including cost of form work complete as per drawing and clause 1500, 1700 and 2200 of MoRT&H specification including all scaffolding, material, labour, machinery etc. including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar. | |||||
| 6.1 | RCC Grade M -40 | - | Cum | 6,770 | - |
| 6.2 | RCC Grade M -25 | - | Cum | 6,600 | - |
| 7 | Providing and laying TMT bar reinforcement at any level in foundation/ pile/ pile cap complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and machinery. | - | MT | 83,600 | - |
| 8 | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks)Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 60 mm as per drawings and as per IS 15658:2006.and materials conforming to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks.Category ‘B‘ : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 | - | Sqm | 750 | - |
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