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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.7 LAdmitted-Finance | -47.99% | ₹11.7 L | L1 | Admitted-Finance |
| 2 | L2₹12.9 LAdmitted-Finance | -42.76% | ₹12.9 L | L2 | Admitted-Finance |
| 3 | L3₹13.2 LAdmitted-Finance | -41.41% | ₹13.2 L | L3 | Admitted-Finance |
| 4 | L4₹13.8 LAdmitted-Finance | -38.58% | ₹13.8 L | L4 | Admitted-Finance |
| 5 | L5₹13.9 LAdmitted-Finance | -38.21% | ₹13.9 L | L5 | Admitted-Finance |
Tender Value
₹22.5 L
EMD Value
₹44,940
Closing Date
9 Mar 2026, 6:00 pmClosed
EE-4
EE-4, Room No. CB. SF- 119, JDA Jaipur
Restorations work of internal roads of various JDA approved scheme in Saganer constituency JDA area in zone 4 ,Jaipur (Phase-1)
2026_JDAJP_542799_1
JDA/EE-4/17/2025-26
Open Tender
Civil Works
90 days
in zone 4
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Secretary, JDA
₹44,940
Yes
13 Mar 2026
27 Feb 2026
13 Mar 2026
27 Feb 2026
9 Mar 2026
27 Feb 2026
Supplying of 35 HP Diesel Tractor Trolly with hydraulic lift Trolley on hire with driver, cleaner and POL at different sites of JDA region as Directed by Engineer in charge.
Excavation in Cutting in Soil Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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
Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge
Removing & Refixing of precast concrete interlocking paving blocks recovered item from site 60 mm to 100 mm thick laid on average 50 mm thick bed of coarse sand joint be filled with fine sand laying procedure on compacted sub base as define etc. complete as per direction of Engineer-in-charge with all lead and lift.
Granular Sub-base with Well Graded Material (Table 400.1)By Mix in Place Method 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 MoRD Specification Clause 401. For Grading III Material
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
Traffic Signs Retro-reflectorised Traffic Sign Retro-reflectorised Traffic Sign Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, fixed over aluminium sheeting, 1.5 mm thick supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing Clause 801 600 mm equilateral triangle
Providing and filling joint sealing compound in CC 300.000 17.50 P.Rmt 5,250.00 Pavement/Structures as per drawings and MoRTH specifications with coarse sand and 6 per cent bitumen by weight
for drain Opeining Size 451 to 700 mm Standard Drain Cover Size 1000mm x 900mm x 60mm
As Per Order No. JDA/TA to DE/07/D-1129 Dated 01/03/2007 Approved by Director (Engineering) P & F of cement concrete precast kerb or dand of M-20 grade upto 60 cm length over 20 mm thick base of cement mortar 1:6 including earth work, cutting of B/T road, cutting of WBM road etc. & jointing with cement mortar 1:4 grouted 125 mm in ground of shape as approved by Engineer-in-charge. The rates re inclusive of providing, laying and compacting base concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate of 20 mm thick nominal size) 100 mm thick below dand/kerb complete in all respect. The size of kerb be 15 cm x 32.5 cm with round at top
Production & Supply of kandhal readymade cold bituminous patching mix in 50kg plastic lined, sturdy bags for repair of potholes in adverse climatic condition including the bituminous mix with a minimum of 5.6% MC-800 Cutback Bitumen (containing a suitable antistripping agent) by weight of mix and in strict conformance to gradation and other requirements such as 6-month storage life as per the attached specification, transportation with all lead and lift complete in all respects as per direction of engineer-in-charge.
Providing & fixing Dual directional reflective cat eye of aluminum casted stud 100*100*20mm having plastic ABS strip/containing 43x2=86 mini retro-reflective glass beads of color white/red/yellow a side provided with steel zinc plated nail of dia 12mm of length 120mm OR shank for fixing to road by hammering. Also use vicro, 3m epoxy
CEMENT CONCRETE (CAST-IN-SITU): 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. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
PAINTINGPainting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
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