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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAdmitted-Finance ROOMPUR | ₹3.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.0 Cr+₹5,806 (0.02%)Admitted-Finance N A | PALWAL | HARYANA | 121004 | ₹3.0 Cr+₹5,806 (0.02%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/s Mahalaxmi Construction L2 | KAWALJEET SINGH CONTRACTOR M180102125755307 L1 |
|---|---|---|---|---|---|
| 1.00 | Construction of Subgrade and Earthen Shoulders 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 upto 1000 m as per Technical Specification Clause 303.1. (Excluding cost of compensation of soil / earth) | 2,903 | cum | 90 ₹2,61,270 | 88 ₹2,55,464 Lowest |
| 2.00 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.Using naturally occuring gravel | 1,815 | cum | 1,495 ₹27,13,425 Lowest | 1,495 ₹27,13,425 Lowest |
| 3.00 | 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 400.11 & 400.12 and and Technical Specification Clause 406. (By Mechanical Means with 1 km lead) | 4,125 | cum | 2,486 ₹1,02,54,750 Lowest | 2,486 ₹1,02,54,750 Lowest |
| 4.00 | Brick on edge pavement with straight overburnt bricks laid on edge including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local sand and spreading blinding coat 1cm (3/8") depth of local sand over the entire surface and including supply of all materials, labour and T&P etc. required for proper completion of the work. | 6,000 | Rm | 33 ₹1,98,000 Lowest | 33 ₹1,98,000 Lowest |
| 5.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 | 16,500 | sqm | 10 ₹1,65,000 Lowest | 10 ₹1,65,000 Lowest |
| 6.00 | Providing and laying Dense Bituminous Macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired ompaction as per MoRTH specification clause No. 507 complete in all respects. Grading II - 26.5mm nominal size | 1,650 | cum | 7,091 ₹1,17,00,150 Lowest | 7,091 ₹1,17,00,150 Lowest |
| 7.00 | Tack coat using VG-10 grade bitumen , Over normal bituminous surfaces @0.35kg/sqm, | 16,500 | sqm | 13 ₹2,14,500 Lowest | 13 ₹2,14,500 Lowest |
| 8.00 | Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects Grading II - 10mm using VG - 30 bitumen | 413 | cum | 7,740 ₹31,96,620 Lowest | 7,740 ₹31,96,620 Lowest |
| 9.00 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 247 | cum | 34 ₹8,398 Lowest | 34 ₹8,398 Lowest |
| 10.00 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 43 | cum | 3,946 ₹1,69,678 Lowest | 3,946 ₹1,69,678 Lowest |
Tender Value
Refer Docs
EMD Value
₹6 L
Closing Date
22 Jun 2021, 3:00 pmClosed
Superintending Engineer
office of Superintending Engineer 4th Circle P.W.D. Rudrapur (U.S. Nagar)
Strengthening of kashipur main road from Km 11 to 13 in Jaspur constituency under State Sector.
2021_pwd_33455_1
1553/23M-04/2021 Date 05.06.2021
Open Tender
Civil Works - Roads
Item Rate
365 days
Kashipur
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer C. D. P.W.D. Kashipur
₹6 L
Rudrapur
29 Jul 2021
11 Jun 2021
22 Jun 2021
11 Jun 2021
22 Jun 2021
11 Jun 2021
15 Jun 2021
Amount
Construction of Subgrade and Earthen Shoulders 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 upto 1000 m as per Technical Specification Clause 303.1. (Excluding cost of compensation of soil / earth)
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.Using naturally occuring gravel
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 400.11 & 400.12 and and Technical Specification Clause 406. (By Mechanical Means with 1 km lead)
Brick on edge pavement with straight overburnt bricks laid on edge including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local sand and spreading blinding coat 1cm (3/8") depth of local sand over the entire surface and including supply of all materials, labour and T&P etc. required for proper completion of the work.
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503
Providing and laying Dense Bituminous Macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired ompaction as per MoRTH specification clause No. 507 complete in all respects. Grading II - 26.5mm nominal size
Tack coat using VG-10 grade bitumen , Over normal bituminous surfaces @0.35kg/sqm,
Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects Grading II - 10mm using VG - 30 bitumen
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2:4)
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C grade M 20
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6)
M/s Mahalaxmi Construction
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