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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.0 LAdmitted-Finance | -27.02% | ₹9.0 L | L1 | Admitted-Finance |
| 2 | L2₹9.1 L+₹6,316.75 (0.70%)Admitted-Finance | -26.51% | ₹9.1 L+₹6,316.75 (0.70%) | L2 | Admitted-Finance |
| 3 | L3₹9.1 L+₹8,546.20 (0.95%)Admitted-Finance | -26.33% | ₹9.1 L+₹8,546.20 (0.95%) | L3 | Admitted-Finance |
| 4 | L4₹9.1 L+₹9,413.20 (1.04%)Admitted-Finance 3 199 SHIV NAGAR RUI KI MANDI SHAHGANJ AGRA 282010 SHIV NAGAR RUI KI MANDI SHAHGANJ AGRA UTTAR PRADESH 282010 UDYAM UP 01 0010537 | AGRA | UTTAR PRADESH | 282010 | -26.26% | ₹9.1 L+₹9,413.20 (1.04%) | L4 | Admitted-Finance |
| 5 | L5₹9.3 L+₹22,294.42 (2.47%)Admitted-Finance | -25.22% | ₹9.3 L+₹22,294.42 (2.47%) | L5 | Admitted-Finance |
Tender Value
₹14.6 L
EMD Value
₹29,240
Closing Date
25 Jun 2026, 6:00 pmClosed
As per Doc and NIT
As per Doc and NIT
Repair of C.D. work A/R to Karwari
2026_CEPWD_569750_3
NIT 11 Dn Bayana 2026-27
Open Tender
Civil Works - Roads
Percentage
60 days
Bayana
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
As per Doc and NIT
₹29,240
Yes
2 Jul 2026
20 Jun 2026
26 Jun 2026
20 Jun 2026
25 Jun 2026
20 Jun 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 |
|---|---|---|---|---|---|
| 1Item Description | |||||
| 1.01 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth | - | cum | 137 | - |
| 1.02 | 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) | 1 | Cum | 2,809 | ₹2,806.19 |
| 1.03 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104 including Weepholes as per MoRTH specifications Clauses 2706 .Coursed rubble masonry (1st sort) In 1:4 cement mortar | 1 | Cum | 3,183 | ₹3,179.82 |
| 1.04 | Stone masonry in cement mortar for substructure complete as per drawing & MoRTH specification Clauses 1402, 1405 & 2200 and including Weepholes as per MoRTH specifications Clauses 2706 Random rubble masonry In 1:3 cement mortar. | - | cum | 3,082 | - |
| 1.05 | "Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 " | - | sqm | 70 | - |
| 1.06 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 (75 mm thick) | - | sqm | 318 | - |
| 1.07 | 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
with a lead of 1 Km.For Grading-I Material | - | Cum | 773 | - |
| 1.08 | 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 MoRTH Specification Clause 401. | 1 | Cum | 461 | ₹460.54 |
| 1.09 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406 By Mechanical Means with a lead of 1 Km. | - | Cum | 1,044 | - |
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