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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.2 LAccepted-AOC | ₹19.2 L | L1 | Accepted-AOC Quoted rate is 19.128 percent below |
| 2 | Rejected-Technical | - | - | Rejected-Technical unsuccessful not being lowest bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical unsuccessful not being lowest bidder |
| 4 | Rejected-Technical AT HURHURI BUS STOP PLOT NO 696 POST RATU P S RATU DISTT RANCHI JHARKHAND | RANCHI | JHARKHAND | 829205 | - | - | Rejected-Technical unsuccessful not being lowest bidder |
| 5 | Rejected-Technical | - | - | Rejected-Technical unsuccessful not being lowest bidder |
| Sl No | Description | Qty | Unit | AKHLESH KUMAR YADAV L1 | M/S SINGH CONSTRUCTION L3 | EARTH ENTERPRISES L2 | M/S PINKI SINGH L4 | M/S RIDDHI ENTERPRISES L5 |
|---|---|---|---|---|---|---|---|---|
| 1.01 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to anaverage of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | 639.45 | Sqm | 1,698.9 ₹10,86,361.61 | 140.49 ₹89,835.37 Lowest | 501 ₹3,20,364.45 | 179.62 ₹1,14,858.01 | 160.38 ₹1,02,551.79 |
| 1.02 | Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method (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 (i) for grading -I Material | 95.91 | Cum | 920 ₹88,237.2 Lowest | 2,521.78 ₹2,41,864.4 | 1,546 ₹1,48,276.86 | 3,224.2 ₹3,09,233.02 | 2,878.75 ₹2,76,100.91 |
| 1.03 | Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method (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 (i) for grading -II Material | 95.91 | Cum | 1,050 ₹1,00,705.5 Lowest | 2,663.04 ₹2,55,412.17 | 1,555 ₹1,49,140.05 | 3,404.8 ₹3,26,554.37 | 3,040 ₹2,91,566.4 |
| 1.04 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) | 164.43 | Cum | 420 ₹69,060.6 Lowest | 3,977.04 ₹6,53,944.69 | 2,555 ₹4,20,118.65 | 5,084.8 ₹8,36,093.66 | 4,540 ₹7,46,512.2 |
| 1.05 | Providingandlayinginpositioncementconcreteofspecifiedgrade excluding the cost of centering and shuttering - All work up to plinth level : 1:134:3 (1Cement : VA coarse sand (zone-Ili)derivedfromnaturalsources.3
graded stone aggregate 20 mm nominal size derived from natural sources) | 120.92 | Cum | 398 ₹48,126.16 Lowest | 7,604.56 ₹9,19,542.91 | 2,555 ₹3,08,950.6 | 9,722.72 ₹11,75,671.3 | 8,681 ₹10,49,706.52 |
| 1.06 | Construction of Subgrade and Earthen Shoulders (Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) rolling with smooth wheeled roller | 126 | Cum | 1,700 ₹2,14,200 | 192.72 ₹24,282.72 Lowest | 2,455 ₹3,09,330 | 246.4 ₹31,046.4 | 220 ₹27,720 |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 63 | Sqm | 323 ₹20,349 | 287.49 ₹18,112.01 Lowest | 2,255 ₹1,42,065 | 367.57 ₹23,156.91 | 328.19 ₹20,675.81 |
| 1.08 | Total impact of GST for the purpose of CTC | 1 | Nos | 2,92,867.21 ₹2,92,867.21 Lowest | 3,96,538.97 ₹3,96,538.97 | 3,23,684.21 ₹3,23,684.21 | - | 4,52,670.05 ₹4,52,670.05 |
Tender Value
₹23.7 L
EMD Value
₹29,700
Closing Date
31 Mar 2025, 11:00 amClosed
Staff Officer (Civil), PPR Area
GM OFFICE PPR AREA
Repair of road near GAS warehouse in Basant Vihar Colony under Ashok OCP, Piparwar area
2025_CCL_333030_1
GM(PPR)/Civil/E-tender/2024-25 /3881
Open Tender
Civil Works - Roads
Item Rate
90 days
GAS warehouse in Basant Vihar Colony
AS PER NIT
3 documents required · 3 mandatory
₹29,700
6 Sept 2025
20 Mar 2025
1 Apr 2025
21 Mar 2025
31 Mar 2025
21 Mar 2025
21 Mar 2025 - 27 Mar 2025
Amount
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to anaverage of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method (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 (i) for grading -I Material
Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method (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 (i) for grading -II Material
Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
Providingandlayinginpositioncementconcreteofspecifiedgrade excluding the cost of centering and shuttering - All work up to plinth level : 1:134:3 (1Cement : VA coarse sand (zone-Ili)derivedfromnaturalsources.3 graded stone aggregate 20 mm nominal size derived from natural sources)
Construction of Subgrade and Earthen Shoulders (Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) rolling with smooth wheeled roller
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
Total impact of GST for the purpose of CTC
EARTH ENTERPRISES (BID ID -1145875)
M/S SINGH CONSTRUCTION (BID ID -1144526)
M/S PINKI SINGH (BID ID -1144522)
M/S RIDDHI ENTERPRISES (BID ID -1145217)
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