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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 LAccepted-AOC | ₹2.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.2 L+₹443.66 (0.20%)Rejected-Finance 0 BELCHAURA MAUNATH BHANJAN MAU MAU UTTAR PRADESH 275101 | MAU | UTTAR PRADESH | 275101 | ₹2.2 L+₹443.66 (0.20%) | L2 | Rejected-Finance L2 |
| 3 | L3₹2.2 L+₹465.84 (0.21%)Rejected-Finance R O AT VILL BHADIWA POST AMBA DISTT VARANASI UP 221104 | VARANASI | VARANASI | UTTAR PRADESH | 221104 | ₹2.2 L+₹465.84 (0.21%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical pre bid not qualify |
| 5 | Rejected-Technical 580 SHREE DAMUPRIYA SHIVPURI MARG ALAPUR PRAYAGRAJ UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211001 | - | - | Rejected-Technical pre bid not qualify |
Tender Value
Refer Docs
EMD Value
₹80,000
Closing Date
20 May 2026, 9:00 amClosed
EE RED
URMORA SONBHADRA
GRAM P KATONDHI ME RAMJIYAWAN GOND KE GHAR KE PASS PULIYA KA NIRMAN
2026_REDUP_1148520_1
33/EE RED/ 2026-27 DATE- 06.04.2026
Open Tender
Civil Works
Percentage
90 days
KATONDHI
AS PRE NIT AND T1
2 documents required · 2 mandatory
₹2,704
₹80,000
8 Sept 2026
14 May 2026
20 May 2026
14 May 2026
20 May 2026
14 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 | Construction of Embankment with Material Obtained from Borrow pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50m, transporting to site, spreading, grading to slope and compacting to meet requirement of Tables 300.0 and 300.2 with a lead upto 5000 m as per Techinacal Specification Clause 301.5 | 552.97 | cum | 204.92 | ₹1,13,314.61 |
| 2 | Construction of granular sub-base by providing well graded Material, Spreeding in Uniform layers with motor 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 Technical Specification Clause 401. | 42 | cum | 2,397.23 | ₹1,00,683.66 |
| 3 | Providing and laying WBM grade with22.4-53 mm apporved quality SB in 7.50 cm thicknessconsolidating by road roller using stone dust/mooram for blinding materials/screening materialmacking medhi ,including roller including all materrial,labour,T&P | 31.5 | cum | 3,202.36 | ₹1,00,874.34 |
| 4 | Cement Concrete Pavement : Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepaired sub base with 43 grade cement or any other type as per clause 1501.2.2.M-30 grade coarse sand and fine aggregates confirming to IS:383 maximum size of coarse aggregate not exceding 25 mm mixed in a concrete mixer of not less than 0.2 cum. capacity and aproprete weigh batcher using approved mix design laid in a approved fixed site form work (steel chanel) laing and fixing of 125 micron thick polythene film wedges steel plates including levelling the form work as per drawing, spreading the concrete with sholves rackes, compacted using needle screed and plate vibrators and finished in continous operation including provision of conraction and expansion,construction joints, applying debonding strips, primer, sealent dowel bars, near approches to bridge / cukvert and construction joints admixtures as approved curing of concrete slab for 14 days. using curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501 | 63 | cum | 6,537.24 | ₹4,11,846.12 |
| 5 | Construction of subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 303.1 | 115.5 | cum | 224.58 | ₹25,938.99 |
| 6 | Earthwork in excavationin ordinary soil for structures as Per drawing and techanical specification clause 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterous material and disposal up to a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 257.91 | cum | 381.9 | ₹98,495.83 |
| 7 | Plain Cement Concrete (PCC) M-10 (1:3:6 Nominal Mix) in open foundation complete as per drawing and techanical specification Clause 802,803,1202 &1203 | 59.23 | cum | 5,504.68 | ₹3,26,042.2 |
| 8 | Stone masonary work in cement mortor(1:4) in foudation complete asper drawing and techanical specification clauses 702,704,1202 and 1203(2nd sort). | 141.38 | cum | 5,800.51 | ₹8,20,076.1 |
| 9 | Stone masonary work in cement mortor(1:5) in sub-structure complete asper drawing and techanical specification clauses 702,704,1202 and 1203(2nd sort). | 181.26 | cum | 5,614.69 | ₹10,17,718.71 |
| 10 | Raised cement pointing with cement mortar consisting of 1 part cement and 3 part of coarse sand as per drawing and Techanical specification clauses 613.3,1204 | 224.99 | SQM | 78.47 | ₹17,654.97 |
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