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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | -38.56% | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹6.3 L (5.78%)Admitted-Finance | -35.01% | ₹1.1 Cr+₹6.3 L (5.78%) | L2 | Admitted-Finance |
| 3 | L3₹1.2 Cr+₹8.0 L (7.39%)Admitted-Finance | -34.02% | ₹1.2 Cr+₹8.0 L (7.39%) | L3 | Admitted-Finance |
| 4 | L4₹1.2 Cr+₹9.3 L (8.51%)Admitted-Finance | -33.33% | ₹1.2 Cr+₹9.3 L (8.51%) | L4 | Admitted-Finance |
| 5 | L5₹1.2 Cr+₹13.7 L (12.6%)Admitted-Finance | -30.80% | ₹1.2 Cr+₹13.7 L (12.6%) | L5 | Admitted-Finance |
Tender Value
₹1.8 Cr
EMD Value
₹3.5 L
Closing Date
31 Jul 2026, 6:00 pmClosed
EE A
JDA Jaipur
Development and Upgradation of Road Safety Infrastructure on Major Roads , Zone A , Jaipur
2026_JDAJP_576223_1
EE-A 2026-27 NIB-18
Open Tender
Civil Works
Percentage
270 days
JDA Area
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Offline
₹3.5 L
Yes
6 Aug 2026
22 Jul 2026
6 Aug 2026
22 Jul 2026
31 Jul 2026
22 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 | Providing & Fixing of Vicro Spring Post made of Flexible PU UV Stabilized, Excellent ESCR, No rust No chip, size 80X750 mm with round 3 no radium tape desinbed for max ageing resistance under sunlight having upper dia 15 cm. and lower dia 20 cm with another attachment of 15x15 cm circular section with 15 cm. face plate and hold fast at bottom as per direction of Engineer In Charge | - | Each | 1,433 | - |
| 2 | Providing & Fixing Black Cadappa Cobble (4" X 4" x 3") Stone flooring work dressed stone (4" X 4") 3" thick in honed finished with pattern as per approved design over 25-50mm thick base in CM 1:6 including pointing with cement sand mortar 1:2 (1 cement :2 sand) match the shade of stone with joint. The cost includes all charges like material, labour, fixing, scaffolding arrangement, wastage and adhesive etc complete in all respect as per direction of Enginner in charge | - | Sqm | 2,160 | - |
| 3 | Providing and fixing reinforced concrete precast kerb stone or dand R.Mtr of M-20 grade cement concrete 120 cm long having 4 Nos. bars of 8 mm dia hysd and stirrups 6 Nos of 6 mm dia as per IS with in built provision of interlocking of jointing and lifting compaction of reinforced concrete by mechanical and table vibrators jointing at site with cement mortar 1:4 complete in all respect as directed by Engineer incharge on: 100 mm thick cement concrete 1:4:8 (1 Cement : 4 Coarse sand : 8 stone aggregate 20 mm thick nominal size) including excavation of earth and cutting of BT road cutting of WBM road etc. and disposal of surplus material with all lead and lift. The size of kerb shall be (11.5+16.5)/2*30+(16.5*7.5) | - | Prmt | 617 | - |
| 4 | 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 15
Nominal mix (1:2.5:5) | - | Cum | 3,334 | - |
| 5 | P/F precast RCC pole (bollard) 2.00 M height as per approved design and drawing by JDA for chain link in M-20 grade including handling carriage complete with synthetic paint of approved brand to give an even shade two or more coats with providing and fixing M.S flats for locking arrangement for M.S chain made of 2 Nos M.S Flats 25×8 mm and 15 cm length with 2 Nos holes in each flats and clamping with nut and bolts of size 50×6 m dia complete in all respect as per the approval of Engineer incharge. | - | Each | 3,652 | - |
| 6 | Fabricating, providing and fixing M.S chain consisting of CL square pyramids on both sides having central base of size 25×25mm duly engraved JDA-(year of fabrication) and having a groove on two sides in the middle portion. The overall height on the pyramid should be 100 mm (the total weight should not be less than 270 gms) and housed in M.S ring of 16 mm dia M.S round bars having cut length of 300 mm the weight of chain should not be less than 14.4 Kg per m length including priming with Zinc cromate of approved quality as per the direction of engineer in-charge and as per approved pattern. | - | Kg | 115 | - |
| 7 | 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). | - | Cum | 4,915 | - |
| 8 | Providing and fixing SOLAR DELINATOR made of ms pipe of 48/63 mm, dia upper top of iron cage 1 Meter Pole Energy: green led warning strobe light 3.2 Volt 600 mAh Illumination: 4 High Intensity Super Bright LEDs Cover Material: PC Function: flash- stable -close 6 Hour Sun Charged: Operates 60 Hours (Flash Mode) Photocontrol: Automatic on at Dusk; Off at Dawn IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with powder coat of minimum 40 microns thickness, on top of which The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, dia of ms pipe 48/63 MM DIA and shall extend not more than 50 mm below the ground while being installed | - | Each | 1,548 | - |
| 9 | Providing & Fixing of ABS Plastic rectangle crumb of Size 250mm X 125mm X 28mm fixing with nail and vicro epoxy at interval for prevent of accident require both side reflector of specific size with visibility at least 100mtr | - | Each | 608 | - |
| 10 | Providing & fixing 3M radium tape of approved colour & Design complete in all respect as per instruction by Enginner in Charge | - | RFT | 166 | - |
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