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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹1.2 L (0.96%)Admitted-Finance B 4 PLOT NO 114 GURU KIRPA BUILDING SHIV SHAKTI NAGAR TN MISHRA MARG NIRMAN NAGAR JAIPUR JAIPUR RAJASTHAN JAIPUR RAJASTHAN 302019 | JAIPUR | RAJASTHAN | 302019 | ₹1.2 Cr+₹1.2 L (0.96%) | L2 | Admitted-Finance |
| 3 | L3₹2.0 Cr+₹78.3 L (64.2%)Admitted-Finance F 369 ROAD NO 9F VKI AREA JAIPUR RAJASTHAN 302013 | JAIPUR | RAJASTHAN | 302013 | ₹2.0 Cr+₹78.3 L (64.2%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | CLASSIC SIGNAGES PVT. LTD. L3 | Swanip Infracon Private Limited L2 | Mehta Plast Corporation L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 1,617 | Cum | 812.43 ₹13,13,699.31 | 122 ₹1,97,274 Lowest | 296 ₹4,78,632 |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift. | 1,372.62 | Cum | 478.43 ₹6,56,702.59 | 59 ₹80,984.58 Lowest | 156 ₹2,14,128.72 |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||
| 3.01 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 25.38 | Cum | 7,885.98 ₹2,00,146.17 | 5,465 ₹1,38,701.7 Lowest | 6,100 ₹1,54,818 |
| 4.00Centering and shuttering including strutting, propping etc. and removal of form for | ||||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete | 196 | Sqm | 754.76 ₹1,47,932.96 | 164 ₹32,144 Lowest | 300 ₹58,800 |
| 4.02 | Columns, Pillars, Piers, Abutments, Posts and Struts | 308 | Sqm | 1,137.4 ₹3,50,319.2 | 327 ₹1,00,716 Lowest | 365 ₹1,12,420 |
| 5.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | ||||||
| 5.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 18,691.83 | KG | 117.35 ₹21,93,486.25 | 102 ₹19,06,566.66 | 95 ₹17,75,723.85 Lowest |
| 6.00Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | ||||||
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
23 Jun 2026, 2:00 pmClosed
Registrar
Central University of Rajasthan
Design Construction and Commissioning of 05 Nos Advertisement Hoarding Boards both faces at different identified locations on jaipur ajmer stretch of National Highway at CURAJ
2026_CURAJ_911062_1
CURAJ/R/F.176/2026/5742 DATE 01.06.2026
Open Tender
Construction Works
Works
Central University of Rajasthan
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹2.4 L
9 Sept 2026
1 Jun 2026
24 Jun 2026
1 Jun 2026
23 Jun 2026
1 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | 1,617 | Cum | - | - |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift. | 1,372.62 | Cum | - | - |
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 3.01 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 25.38 | Cum | - | - |
| 4Centering and shuttering including strutting, propping etc. and removal of form for | |||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete | 196 | Sqm | - | - |
| 4.02 | Columns, Pillars, Piers, Abutments, Posts and Struts | 308 | Sqm | - | - |
| 5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||||
| 5.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 18,691.83 | KG | - | - |
| 6Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | |||||
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