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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC AT BHELWATAND CHURI POST RAY P S KHALARI DISTT RANCHI JHARKHAND | RANCHI | JHARKHAND | 829205 | ₹1.2 Cr | L1 | Accepted-AOC Quoted rate is 8.99 percent Above |
| 2 | L2₹1.2 Cr+₹2.1 L (1.83%)Rejected-Finance AT BOCM COLONY POST RAY P S KHALARI DISTT RANCHI JHARKHAND | RANCHI | RANCHI | JHARKHAND | ₹1.2 Cr+₹2.1 L (1.83%) | L2 | Rejected-Finance unsuccessful not being lowest bidder |
| 3 | Rejected-Technical AT BOCM COLONY BHELWATAND CHURI DAKRA POST DAKRA P S KHALARI DISTT RANCHI JHARKHAND | RANCHI | JHARKHAND | 829205 | - | - | Rejected-Technical Disqualified due to non submission documents as per clarification sought |
| 4 | Rejected-Technical | - | - | Rejected-Technical Disqualified due to not replied against clarification sought. |
| Sl No | Description | Qty | Unit | M/S JHAMAN MAHTO & OTHERS L1 | M/S S K MISHRA AND SONS L2 |
|---|---|---|---|---|---|
| 1.01 | Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator)/manual means in foundation trenches or drains (not exceeding1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for a lllift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. | 535.5 | Cum | 205.41 ₹1,09,997.05 Lowest | 209.18 ₹1,12,015.89 |
| 1.02 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 for grading I material. | 131.25 | Cum | 2,510.27 ₹3,29,472.94 Lowest | 2,556.33 ₹3,35,518.31 |
| 1.03 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 for grading III material. | 131.25 | Cum | 2,249.76 ₹2,95,281 Lowest | 2,291.04 ₹3,00,699 |
| 1.04 | Providingandlayinginpositioncementconcreteofspecifid grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1Cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size ) | 176.5 | Cum | 5,632.85 ₹9,94,198.03 Lowest | 5,736.2 ₹10,12,439.3 |
| 1.05 | Providingandlayinginpositioncementconcreteofspecifiedgrade excluding the cost of centering and shuttering - All work up to plinth level 1:1½:3 (1Cement: : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size ) | 1,050 | Cum | 7,569.83 ₹79,48,321.5 Lowest | 7,708.73 ₹80,94,166.5 |
| 1.06 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1cement : 6 coarses and :12 graded stone aggregate 20 mm nominal size) at plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | 18.37 | Cum | 5,615.9 ₹1,03,164.08 Lowest | 5,718.93 ₹1,05,056.74 |
| 1.07 | Pointing on stone slab ceiling with cement mortar 1:2 ( 1 cement : 2 fine sand) : Flush / ruled pointing. | 72 | Sqm | 146.11 ₹10,519.92 Lowest | 148.77 ₹10,711.44 |
| 1.08 | Total impact of GST for the purpose of CTC | 1 | Nos | 17,62,371.81 ₹17,62,371.81 Lowest | 17,94,709.29 ₹17,94,709.29 |
Tender Value
₹1.1 Cr
EMD Value
₹1.3 L
Closing Date
29 Mar 2025, 11:00 amClosed
Staff Officer (Civil), PPR Area
GM OFFICE PPR AREA
Repair and widening light vehicle PCC road from Bhelwatand to Ray colliery Patel Mahavidyalay under CHP CPP, Piparwar Area.
2025_CCL_332348_1
GM(PPR)/Civil/E-tender/2024-25 /3866
Open Tender
Civil Works - Roads
Item Rate
120 days
Bhelwatand to Ray colliery Patel Mahavidyalay
AS PER NIT
5 documents required · 5 mandatory
₹1.3 L
29 Aug 2025
13 Mar 2025
31 Mar 2025
14 Mar 2025
29 Mar 2025
14 Mar 2025
14 Mar 2025 - 25 Mar 2025
Amount
Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator)/manual means in foundation trenches or drains (not exceeding1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for a lllift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 for grading I material.
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 for grading III material.
Providingandlayinginpositioncementconcreteofspecifid grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1Cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size )
Providingandlayinginpositioncementconcreteofspecifiedgrade excluding the cost of centering and shuttering - All work up to plinth level 1:1½:3 (1Cement: : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size )
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1cement : 6 coarses and :12 graded stone aggregate 20 mm nominal size) at plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
Pointing on stone slab ceiling with cement mortar 1:2 ( 1 cement : 2 fine sand) : Flush / ruled pointing.
Total impact of GST for the purpose of CTC
M/S S K MISHRA AND SONS (BID ID -1142591)
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