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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹55.2 LAdmitted-Finance | -45.88% | ₹55.2 L | L1 | Admitted-Finance |
| 2 | L2₹55.6 L+₹44,878.55 (0.81%)Admitted-Finance | -45.44% | ₹55.6 L+₹44,878.55 (0.81%) | L2 | Admitted-Finance |
| 3 | L3₹56.2 L+₹96,896.88 (1.76%)Admitted-Finance | -44.93% | ₹56.2 L+₹96,896.88 (1.76%) | L3 | Admitted-Finance |
| 4 | L4₹62.2 L+₹7.0 L (12.7%)Admitted-Finance | -38.99% | ₹62.2 L+₹7.0 L (12.7%) | L4 | Admitted-Finance |
| 5 | L5₹63.0 L+₹7.8 L (14.2%)Admitted-Finance | -38.20% | ₹63.0 L+₹7.8 L (14.2%) | L5 | Admitted-Finance |
Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
3 Aug 2026, 6:00 pmClosed
EXECUTIVE ENGINEER ZONE 10
Room No 137, MB-FF, Main Building
General Maintenance and Other miscellaneous works in various areas of Zone 10, JDA Jaipur (2026-27), ARC
2026_JDAJP_577041_1
JDA-EE-ZONE-10-04-2026-27
Open Tender
Civil Works
Percentage
365 days
ZONE 10 AREA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
ONLINE JDA WEBSITE
₹2.0 L
Yes
7 Aug 2026
24 Jul 2026
7 Aug 2026
25 Jul 2026
3 Aug 2026
25 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 | 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 | - | Cum | 31 | - |
| 2 | Carriage of material from quarry/crusher to work site including loading, unloading and stacking all complete. Earth Sand, Lime Morrum manure or sludge for 500 M (0.5 Km.) | - | Cum | 47.3 | - |
| 3 | 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 | - | Cum | 882 | - |
| 4 | 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
(22.5 x 25) x 30 cm
2 | - | P. Rmt | 505 | - |
| 5 | Fillling in foundation trenches as per drawing and MoRTH
specification Clause 304.3.7
Earth filling (For marshy soil) | - | Cum | 118 | - |
| 6 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:
Cement Mortar 1:4 ( 1-Cement : 4-Sand). | - | Cum | 3,182 | - |
| 7 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and MoRTH specifications Clauses 1300, 2102 & 2104
Brick masonry in 1:4 cement mortar | - | Cum | 3,985 | - |
| 8 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make without glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. | - | Sqm | 470 | - |
| 9 | Traffic Signs
Retro-reflectorised Traffic Signs
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 GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801
900 mm equilateral triangle | - | Each | 5,470 | - |
| 10 | Direction and Place Identification signs upto 0.9 sqm size board
Retro-reflectorised Traffic Signs
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801,upto 0.9 sqm size board. | - | Sqm | 11,954 | - |
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