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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAdmitted-Finance | ₹3.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.5 Cr+₹50.1 L (16.6%)Admitted-Finance LAXMAN NAGAR C 2 B A U KANKE RANCHI 834006 | RANCHI | RANCHI | JHARKHAND | 834006 | ₹3.5 Cr+₹50.1 L (16.6%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive vide CE WRD Deo. Lt.-1424 dt-27.09.21 |
| 4 | Rejected-Technical 24 HATHIJOBRA MAIN ROAD DAHIGORA GHATSILA EAST SINGHBHUM JHARKHAND 832303 | EAST SINGHBUM | JHARKHAND | 832303 | - | - | Rejected-Technical Non Responsive vide CE WRD Deo. Lt.-1424 dt-27.09.21 |
| 5 | Rejected-Technical BASDIHA DUMARIYA SONARAYTHADI DEOGHAR | - | - | Rejected-Technical Non Responsive vide CE WRD Deo. Lt.-1424 dt-27.09.21 |
| Sl No | Description | Qty | Unit | Divya Engicon Private Limited L1 | SHIVAMSHAHIL CONSTRUCTION PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 1.00 | E/w in excavation of foundation trenche sin ordinary soil (vide classification of soil item- A) and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including levelling, ramming the foundation trenches removing the roots or shrubs etc.all complete as per specification and direction of e/i (7.1.27) | 1,813.36 | per M3 | 100 ₹1,81,336 Lowest | 111.2 ₹2,01,645.63 |
| 2.00 | E/w in filling foundation trenches and back filling of structures in layer not exceeding 150 mm.thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job, as per specification and direction of e/i(7.1.31) | 604.43 | per M3 | 60 ₹36,265.8 Lowest | 85.61 ₹51,745.25 |
| 3.00 | E/w in excavation and filling in canal by the hydraulic excavator as per designed section in ordinary soil (vide classification of soil item -A) and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225 mm layers upto 500 m and all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. ( 7.1.43.4) | 59,976.64 | per M3 | 50 ₹29,98,832 Lowest | 105.45 ₹63,24,536.69 |
| 4.00 | Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density, including sprinkling the required quantity of water, making arrangement for supply and carriage of water with all leads and lifts, finishing the surface as per plan and drawing, including hire charge of compaction machine and other tools and plants etc. for lined canal all complete as per specification and direction ofE/I (Mode of measurement-sectional measurement of compacted earth). (7.1.39) | 59,976.64 | per M3 | 8 ₹4,79,813.12 Lowest | 19.48 ₹11,68,344.95 |
| 5.00 | P.C.C. 1:3: 6 in foundation (plain cement concrete 1:3 :6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed ,placed in foundation and compacted by vibration including quring for 14 days ) Part A 7.1 | 849.3 | per M3 | 2,500 ₹21,23,250 Lowest | 2,623.86 ₹22,28,444.3 |
| 6.00 | Plain /reinforced cement concrete in open foundation complete as per drawing and technical specification p.c.c. Grade M-15 Part A-7.2A | 472.95 | per M3 | 2,700 ₹12,76,965 Lowest | 3,077.57 ₹14,55,536.73 |
| 7.00 | Plain /reinforced cement concrete in open foundation complete as per drawing and technical specification R.c.c Grade M-20 using concrete mixture part A7.2C case 1 | 1,693.69 | per M3 | 2,700 ₹45,72,963 Lowest | 3,420.86 ₹57,93,876.37 |
| 8.00 | Providing and fixing in position 25mm thick bituminastic board (shallitex or equivalent) as per I.S. 1838-1983 in expansion or construction joints all complete job as per specification and direction of E/I. (7.8.3) | 10.8 | per M2 | 813.32 ₹8,783.86 | 751.35 ₹8,114.58 Lowest |
| 9.00 | supplying fitting and fixing rubber seal ( water stop) of approved quality for construction joints complete job as per specification and direction of E/I (7.8.2) | 167.9 | per m | 85 ₹14,271.5 Lowest | 86.93 ₹14,595.55 |
| 10.00 | Providing weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I. (7.8.6) | 224 | Each | 100 ₹22,400 Lowest | 110.13 ₹24,669.12 |
Tender Value
Refer Docs
EMD Value
₹4.4 L
Closing Date
31 Aug 2021, 5:00 pmClosed
EE, Irrigation Division, Jasidih, Camp-Deoghar
Executive Engineer, Irrigation Division, Jasidih, Camp-Deoghar
Construction of CD at Ch. 1432, Ch. 1470, Ch. 1513.50/1508, Ch. 1518, Ch. 1524/1527, Ch. 1557/1556 and Ch. 1588/1586 of Punasi Main Canal
2021_WRD_51093_1
WRD/ID.Jasidih/SBD-IFB-3/21-22
Open Tender
Civil Works
Item Rate
360 days
DEOGHAR
PLEASE REFER TENDER DOCUMENTS
3 documents required · 3 mandatory
₹10,000
EE, Irrigation Division, Jasidih, Camp-Deoghar
₹4.4 L
Yes
28 Sept 2021
12 Aug 2021
2 Sept 2021
12 Aug 2021
31 Aug 2021
12 Aug 2021
Amount
E/w in excavation of foundation trenche sin ordinary soil (vide classification of soil item- A) and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including levelling, ramming the foundation trenches removing the roots or shrubs etc.all complete as per specification and direction of e/i (7.1.27)
E/w in filling foundation trenches and back filling of structures in layer not exceeding 150 mm.thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job, as per specification and direction of e/i(7.1.31)
E/w in excavation and filling in canal by the hydraulic excavator as per designed section in ordinary soil (vide classification of soil item -A) and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225 mm layers upto 500 m and all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. ( 7.1.43.4)
Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density, including sprinkling the required quantity of water, making arrangement for supply and carriage of water with all leads and lifts, finishing the surface as per plan and drawing, including hire charge of compaction machine and other tools and plants etc. for lined canal all complete as per specification and direction ofE/I (Mode of measurement-sectional measurement of compacted earth). (7.1.39)
P.C.C. 1:3: 6 in foundation (plain cement concrete 1:3 :6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed ,placed in foundation and compacted by vibration including quring for 14 days ) Part A 7.1
Plain /reinforced cement concrete in open foundation complete as per drawing and technical specification p.c.c. Grade M-15 Part A-7.2A
Plain /reinforced cement concrete in open foundation complete as per drawing and technical specification R.c.c Grade M-20 using concrete mixture part A7.2C case 1
Providing and fixing in position 25mm thick bituminastic board (shallitex or equivalent) as per I.S. 1838-1983 in expansion or construction joints all complete job as per specification and direction of E/I. (7.8.3)
supplying fitting and fixing rubber seal ( water stop) of approved quality for construction joints complete job as per specification and direction of E/I (7.8.2)
Providing weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I. (7.8.6)
Labour charges for pitching on apron slope of bank with stone boulders duly packed (uncrated) complete job (materials within 150M and all lifts as per specification and direction of E/I. (7.7.18)
Providing TMT bar reinforcement (tor steel) as per approved design drawing, removal of rust, cutting, bending,binding, including supplying annealed wire , placing T .M. T.rods in position all complete job as per specificationand direction of E/I.(7.3.22a) in foundation part A 8.1
Providing and laying dry pitching with precast concrete block 600mm x 600mm x 300mm size of M-100 with nominal mix of (1:3:6) in floor and flank wall with approved quality of graded coarse aggregate of required grade (as per design) and approved quality of sand of required F.M.(2.5 to 3.0) washed and screened including necessary form work, tools and plants, vibrating, curing, as well as royalty and all taxes all complete job as per specification and direction of E/I. (7.3.17)
Providing and placing stone metal graded filter of size 20mm to 45mm in slopes and bed of canals below lining including royalty and other taxes etc. all complete as per specification and direction of E/I. (7.2.7)
supply of boulder with minimum size of 300 mm for pitching at Quarry (M-018)
Dewatering by 10 H.P. Deisel pump (PM -29) page No 69
Carriage of materials by diesel truck including loading unloading and s tacking at work site Sand 17 Km( surface road) + 1 Km (kutcha road)
Cement 17 Km( surface road) + 1 Km (kutcha road)
Boulder 35 Km (surface road) +1 Km ( kutcha road )
Stone Metal 35 Km (surface road) +1 Km ( kutcha road )
Stone chips 35 Km (surface road) +1 Km ( kutcha road )
Steel 17 Km( surface road) + 1 Km (kutcha road)
GST @ 12% (system generated, hence no separate rate is to be quoted for this item)
Labour Cess @ 1% (system generated, hence no separate rate is to be quoted for this item)
SHIVAMSHAHIL CONSTRUCTION PRIVATE LIMITED
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