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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹96.2 LAdmitted-Finance | -44.00% | ₹96.2 L | L1 | Admitted-Finance |
| 2 | L2₹98.8 L+₹2.6 L (2.66%)Admitted-Finance | -42.51% | ₹98.8 L+₹2.6 L (2.66%) | L2 | Admitted-Finance |
| 3 | L3₹1.0 Cr+₹6.2 L (6.41%)Admitted-Finance | -40.41% | ₹1.0 Cr+₹6.2 L (6.41%) | L3 | Admitted-Finance |
| 4 | L4₹1.0 Cr+₹6.9 L (7.14%)Admitted-Finance | -40.00% | ₹1.0 Cr+₹6.9 L (7.14%) | L4 | Admitted-Finance |
| 5 | L5₹1.0 Cr+₹7.6 L (7.93%)Admitted-Finance | -39.56% | ₹1.0 Cr+₹7.6 L (7.93%) | L5 | Admitted-Finance |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
4 Jun 2026, 6:00 pmClosed
EXECUTIVE ENGINEER ZONE 9
302 CCC TF JDA JAIPUR
Miscellaneous civil repair work in zone -9 area, JDA, Jaipur (year 2026-27) under ARC
2026_JDAJP_562385_1
JDA-EE-ZONE-09-01-2026-27
Open Tender
Civil Works
Percentage
365 days
ZONE 9 AREA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
ONLINE JDA WEBSITE
₹3.4 L
Yes
11 Jun 2026
25 May 2026
10 Jun 2026
25 May 2026
4 Jun 2026
25 May 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 | 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 5 Km. | - | Cum | 82.2 | - |
| 2 | Dismantling of existing RCC kerb stone of central verge with proper care including sorting of usable material and disposal of unusable material complete in all respect with all lead as per direction of Engineer-in-charge | - | R.Mtr. | 18 | - |
| 3 | Cement Concrete Pavement
Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , 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 laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). | - | Cum | 6,000 | - |
| 4 | 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. | - | Kg. | 11 | - |
| 5 | Labour charges for placing and compacting kandhal readymade cold bituminous patching mix in potholes in adverse weather including cleaning of potholes, placing and compacting the mix, sprinkling sand to prevent pick up by traffic and documentation of patches, with all leads and lift complete in all respects as per direction of engineer-in-charge. | - | Kg. | 2 | - |
| 6 | 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 are 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. | - | Rmt. | 106 | - |
| 7 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104
P.C.C grade M 10
Nominal mix 1:3.6 (Hand mixing) | - | Cum | 3,030 | - |
| 8 | Plastering with cement mortar (1:4), 20 mm thick on Stone work | - | Sqm | 150 | - |
| 9 | 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 a mild steel single angle iron post 75 x 75 x 6 mm 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. Direction and Place Identification signs upto 0.9 sqm size board. | - | Sqm | 13,272 | - |
| 10 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% 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 | 500 | - |
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