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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹1.2 L (0.92%)Admitted-Finance HAZARIBAGH JHARKHAND | ₹1.3 Cr+₹1.2 L (0.92%) | L2 | Admitted-Finance |
| 3 | L3₹1.3 Cr+₹2.4 L (1.86%)Admitted-Finance AT M ROAD NEAR KAMANI CENTRE BISTUPUR JAMSHEDPUR | EAST SINGHBUM | JHARKHAND | 831001 | ₹1.3 Cr+₹2.4 L (1.86%) | L3 | Admitted-Finance |
| 4 | L4₹1.3 Cr+₹4.3 L (3.41%)Admitted-Finance | ₹1.3 Cr+₹4.3 L (3.41%) | L4 | Admitted-Finance |
| 5 | L5₹1.3 Cr+₹5.0 L (3.92%)Admitted-Finance | ₹1.3 Cr+₹5.0 L (3.92%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | kew construction (P) Ltd. L8 | M/S LAHASA&CO. L5 | NNB Engineers Pvt. Ltd. L12 | SATYA NARAIN SINGH L4 | Satyendra Kumar Tiwary L11 | SHASHI PRAKASH L6 | Saptsatee Construction L7 | JAIRAJ EARTHMOVERS AND CONSTRUCTION PVT LTD L3 | DILIP KUMAR L2 | M/S PRATIBHA CONSTRUCTION L10 | AKHILESH KUMAR L9 | SWATI SUMAN ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth Work Excavation for roadway in soil by machanical means including cutting and pushing the earth to site of embankment upto a distance of 100 meters (average lead 50 meters) including triming bottom and side slop in accordance with requirement of lines grade and cross section. | 3,657.5 | m3 | 110 ₹4,02,325 | 103.26 ₹3,77,673.45 | 136 ₹4,97,420 | 105.94 ₹3,87,464.58 | 116.5 ₹4,26,098.75 | 107 ₹3,91,352.5 | 108 ₹3,95,010 | 120 ₹4,38,900 | 150 ₹5,48,625 | 100 ₹3,65,750 Lowest | 112 ₹4,09,640 | 102.57 ₹3,75,149.78 |
| 2.00 | Granular Sub Base with Coarse Graded Material (Table:- 400-2)Construction of Granular Sub Base by providing coarse graded material, spreading in uniform layers with mortar grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achive the desired density, complete as per clause 401.For Grading -I Material,For Grading -I Material,Add 1.0% for extra widening at curve & junction improvement. | 1,612.84 | m3 | 1,500 ₹24,19,260 | 1,451.2 ₹23,40,553.41 | 1,400 ₹22,57,976 | 1,418.51 ₹22,87,834.07 | 1,525 ₹24,59,581 | 1,433 ₹23,11,199.72 | 1,450 ₹23,38,618 | 1,400 ₹22,57,976 | 2,100 ₹33,86,964 | 1,400 ₹22,57,976 | 1,502 ₹24,22,485.68 | 1,372.86 ₹22,14,203.52 Lowest |
| 3.00 | Dry lean Cement- Concrete Sub-Base, 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 600-1,cement content not to be less than 150 kg/ cum , optimum moisture content to be determined days, mixed in a bactching plant, transported to site,laid with a paver with electronic senser, compacting with 8-10tonnes vibratory roller, finishing and curing ),Add 1.0% for extra widening at curve & junction improvement. | 967.71 | m3 | 2,290 ₹22,16,055.9 | 2,008.78 ₹19,43,916.49 Lowest | 2,500 ₹24,19,275 | 2,251.21 ₹21,78,518.57 | 2,445 ₹23,66,050.95 | 2,274 ₹22,00,572.54 | 2,302 ₹22,27,668.42 | 2,350 ₹22,74,118.5 | 2,700 ₹26,12,817 | 2,400 ₹23,22,504 | 2,384 ₹23,07,020.64 | 2,179 ₹21,08,640.09 |
| 4.00 | Cement Concrete Pavement (PQC GR. M-40)Cement concrete pavement (construction of un- reinforced,dowel jointed, palain cement concrete pavement over a prepared su-base with 43 grade cement @400kg per cum, coarse and fine aggregate confirming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a baching and mixing plant as perapproved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a contious opreation including provision of contraction, expansion, construction and longitudinal joints, joint filler,separation membrane, sealant primer, joint sealant, debonding strip, dowel bars,tie rode, admixturse as approved, curing compound, finishing to lines and grade as per drawing.)Add 1.0% for extra widening at curve & junction improvement. | 1,546.56 | m3 | 4,494 ₹69,50,240.64 | 4,535 ₹70,13,649.6 | 4,980 ₹77,01,868.8 | 4,323.66 ₹66,86,805.52 | 4,900 ₹75,78,144 | 4,366 ₹67,52,280.96 | 4,423 ₹68,40,434.88 | 4,950 ₹76,55,472 | 2,950 ₹45,62,352 Lowest | 5,000 ₹77,32,800 | 4,579 ₹70,81,698.24 | 4,186 ₹64,73,900.16 |
| 5.00 | Filling in foundation trenches and plinth in layers not exceeding 150mm. Thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50m and lift of 1.5 M all complete as per building specication and direction of E/I. | 612.5 | m3 | 33.74 ₹20,665.75 | 73.74 ₹45,165.75 | 37 ₹22,662.5 | 32.45 ₹19,875.21 | 83.55 ₹51,174.38 | 32 ₹19,600 | 30 ₹18,375 Lowest | 115 ₹70,437.5 | 300 ₹1,83,750 | 150 ₹91,875 | 34 ₹20,825 | 31.4 ₹19,232.5 |
| 6.00 | GST @ 12% | 0.12 | Per. | 1,20,08,547.29 ₹14,41,025.67 | 1,17,20,958.7 ₹14,06,515.04 | 1,28,99,202.3 ₹15,47,904.28 | 1,15,60,497.95 ₹13,87,259.75 | 1,28,81,049.08 ₹15,45,725.89 | 1,16,75,005.72 ₹14,01,000.69 | 1,18,20,106.3 ₹14,18,412.76 | 15,23,628.48 ₹1,82,835.42 Lowest | 1,12,94,508 ₹13,55,340.96 | 1,27,70,905 ₹15,32,508.6 | 1,22,41,669.56 ₹14,69,000.35 | 1,11,91,126.05 ₹13,42,935.13 |
| 7.00 | Labour cess @ 1% | 0.01 | Per. | 1,34,49,572.96 ₹1,34,495.73 | 14,06,515.04 ₹14,065.15 | 1,44,47,106.58 ₹1,44,471.07 | 1,29,47,757.7 ₹1,29,477.58 | 1,44,26,774.97 ₹1,44,267.75 | 1,30,76,006.41 ₹1,30,760.06 | 1,32,38,519.06 ₹1,32,385.19 | 1,28,797.39 ₹1,287.97 Lowest | 1,12,94,508 ₹1,12,945.08 | 1,43,03,413.6 ₹1,43,034.14 | 1,37,10,669.91 ₹1,37,106.7 | 1,11,91,126.05 ₹1,11,911.26 |
Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
3 Feb 2021, 5:00 pmClosed
EXECUTIVE ENGINEER
5th Floor New JIADA building Namkum Ranchi
Construction of PCC Road 1st Phase from Pritam Automeck to Progressive Automotive pvt.Ltd Adityapur Industrial Area JIADA.
2021_JIADA_47387_1
JIADA/07/Adityapur Pritam Automeck /2020-21
Open Tender
Civil Works
Item Rate
180 days
Adityapur
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
JIADA
₹3.2 L
25 May 2021
21 Jan 2021
5 Feb 2021
21 Jan 2021
3 Feb 2021
21 Jan 2021
Amount
Earth Work Excavation for roadway in soil by machanical means including cutting and pushing the earth to site of embankment upto a distance of 100 meters (average lead 50 meters) including triming bottom and side slop in accordance with requirement of lines grade and cross section.
Granular Sub Base with Coarse Graded Material (Table:- 400-2)Construction of Granular Sub Base by providing coarse graded material, spreading in uniform layers with mortar grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achive the desired density, complete as per clause 401.For Grading -I Material,For Grading -I Material,Add 1.0% for extra widening at curve & junction improvement.
Dry lean Cement- Concrete Sub-Base, 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 600-1,cement content not to be less than 150 kg/ cum , optimum moisture content to be determined days, mixed in a bactching plant, transported to site,laid with a paver with electronic senser, compacting with 8-10tonnes vibratory roller, finishing and curing ),Add 1.0% for extra widening at curve & junction improvement.
Cement Concrete Pavement (PQC GR. M-40)Cement concrete pavement (construction of un- reinforced,dowel jointed, palain cement concrete pavement over a prepared su-base with 43 grade cement @400kg per cum, coarse and fine aggregate confirming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a baching and mixing plant as perapproved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a contious opreation including provision of contraction, expansion, construction and longitudinal joints, joint filler,separation membrane, sealant primer, joint sealant, debonding strip, dowel bars,tie rode, admixturse as approved, curing compound, finishing to lines and grade as per drawing.)Add 1.0% for extra widening at curve & junction improvement.
Filling in foundation trenches and plinth in layers not exceeding 150mm. Thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50m and lift of 1.5 M all complete as per building specication and direction of E/I.
Labour cess @ 1%
DILIP KUMAR
JAIRAJ EARTHMOVERS AND CONSTRUCTION PVT LTD
SATYA NARAIN SINGH
M/S LAHASA&CO.
SHASHI PRAKASH
Saptsatee Construction
kew construction (P) Ltd.
AKHILESH KUMAR
M/S PRATIBHA CONSTRUCTION
Satyendra Kumar Tiwary
NNB Engineers Pvt. Ltd.
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