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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 CrAdmitted-Finance BLDG NO 03 SF 3 SF 4 TECHNO CIDADE CHOGM ROAD ALTO PORVORIM BARDEZ GOA | NORTH GOA | GOA | 403524 | ₹11.5 Cr | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical 24 HATHIJOBRA MAIN ROAD DAHIGORA GHATSILA EAST SINGHBHUM JHARKHAND 832303 UDYAM JH 06 0002763 | EAST SINGHBUM | JHARKHAND | 832303 | - | - | Not Admitted-Fee/PreQual/Technical Others-Tender fee and EMD not submitted |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Tender Fee and emd not submitted |
| 4 | Rejected-Technical 112 KALIAMMAN KOIL STREET NATESAN NAGAR VIRUGAMBAKKAM CHENNAI 600092 | CHENNAI | TAMIL NADU | 600092 | - | - | Rejected-Technical As per Decision |
| Sl No | Description | Qty | Unit | M/S. BAGKIYA CONSTRUCTIONS PVT LTD L1 |
|---|---|---|---|---|
| 1.00 | Earthwork in excavation of foundation trenches in ordinary soil(vide classification of soil item A) and disposal of excavted earth so obtained (50M away from edge of trenches ) with initial lead of 150M and initial lift of 1.5M as per specification and direction of E/I. item-6.1.8 | 20,913.69 | Per M3 | 187 ₹39.1 L |
| 2.00 | Extra for earthwork in had soil (vide classification of soil item B) all complete as per soecification and direction of E/I. Item - 6.1.9 | 20,913.69 | Per M3 | 17 ₹3.6 L |
| 3.00 | Earthwork in excavation of foundation trenches as per designed section in ordinary or soft rock(vide classification of soil item C) and disposal of excavted material sotained (50M away from edge of trenches ) with initial lead of 150M and initial lift of 1.5M as per specification and direction of E/I.(soft rock where blasting is required and approved by the concerned Chief Engineer) item - 6.1.11.1 | 1,726.77 | Per M3 | 577 ₹10.0 L |
| 4.00 | Earthwork in excavation of foundation trenches as per designed section in ordinary or soft rock(vide classification of soil item C) and disposal of excavted material sotained (50M away from edge of trenches ) with initial lead of 150M and initial lift of 1.5M as per specification and direction of E/I (ordinary or soft rock where blasting is not required) item- 6.1.11.2 | 966.99 | Per M3 | 600 ₹5.8 L |
| 5.00 | Earthwork in excavation of foundation trenches as per designed section in hard rock (where blasting is needed) and stacking properly in approved size in approved stack yard(50M away from edge of trenches in countryside ) with initial lead of 150M and initial lift of 1.5M as per specification and direction of E/I.(Excavated hard rock size should not be more than 150lb) item- 6.1.12 | 1,795.84 | Per M3 | 1,080 ₹19.4 L |
| 6.00 | Earthwork in filling foundation trenches or back filling of masonry structures withsuitable earth in layers not exceeding 150 mm thick well watered,rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches at a lead of 30m and initial lift of 1.5m complete as per specification an direction of E/I item- 6.1.16 | 1,381.42 | Per M3 | 125 ₹1.7 L |
| 7.00 | PCC 1:3:6 IN foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed ,placed in foundation and compacted by vibration including curing for 14 days.) item- 7.1 common part | 889.56 | Per M3 | 3,770 ₹33.5 L |
| 8.00 | Plain/ Reinforced Cement concrete in substructure complete as per drawing and technical specification PCC Grade M15 item-7.3(A)common | 4,273.46 | Per M3 | 4,678 ₹2.0 Cr |
| 9.00 | Plain/ Reinforced Cement concrete in substructure complete as per drawing and technical specification RCC Grade M20 item-7.3 (E)common | 3,325.47 | Per M3 | 5,200 ₹1.7 Cr |
| 10.00 | Drilling of hard rock of all kind by Wagon Drill machine for grout holes of more than 5m depth (for consolidation grouting) all complete including washing of holes for period not exceeding 10 minutes per holes as per specification and direction and directionof E/I. NOTE: Mobilisation and demobilisation charge for above items are also the same as per item nos 5.2.1 to 5.2.9 ITEM -6.2.9 | 1,145 | Per M | 600 ₹6.9 L |
Tender Value
₹10 Cr
EMD Value
₹10 L
Closing Date
18 Feb 2022, 5:00 pmClosed
Executive Engineer
Executive Engineer, Kharkai Canal Division, Adityapur
CONSTRUCTION OF WEIR AND LIFT IRRIGATION SYSTEM OVER KHARKAI RIVER IN JILING GODA UNDER GAMAHARIA BLOCK
2022_WRD_55737_1
WRD/IGC/KCD Adityapur/IFB-03/2021-22
Open Tender
Civil Works
365 days
Jilingoda, Seraikela-Kharsawan
Please refer Tender documents.
9 documents required · 9 mandatory
₹10,000
EE, Kharkai Canal Division, Adityapur
₹10 L
Yes
18 Apr 2022
3 Feb 2022
22 Feb 2022
3 Feb 2022
18 Feb 2022
3 Feb 2022
Amount
Earthwork in excavation of foundation trenches in ordinary soil(vide classification of soil item A) and disposal of excavted earth so obtained (50M away from edge of trenches ) with initial lead of 150M and initial lift of 1.5M as per specification and direction of E/I. item-6.1.8
Extra for earthwork in had soil (vide classification of soil item B) all complete as per soecification and direction of E/I. Item - 6.1.9
Earthwork in excavation of foundation trenches as per designed section in ordinary or soft rock(vide classification of soil item C) and disposal of excavted material sotained (50M away from edge of trenches ) with initial lead of 150M and initial lift of 1.5M as per specification and direction of E/I.(soft rock where blasting is required and approved by the concerned Chief Engineer) item - 6.1.11.1
Earthwork in excavation of foundation trenches as per designed section in ordinary or soft rock(vide classification of soil item C) and disposal of excavted material sotained (50M away from edge of trenches ) with initial lead of 150M and initial lift of 1.5M as per specification and direction of E/I (ordinary or soft rock where blasting is not required) item- 6.1.11.2
Earthwork in excavation of foundation trenches as per designed section in hard rock (where blasting is needed) and stacking properly in approved size in approved stack yard(50M away from edge of trenches in countryside ) with initial lead of 150M and initial lift of 1.5M as per specification and direction of E/I.(Excavated hard rock size should not be more than 150lb) item- 6.1.12
Earthwork in filling foundation trenches or back filling of masonry structures withsuitable earth in layers not exceeding 150 mm thick well watered,rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches at a lead of 30m and initial lift of 1.5m complete as per specification an direction of E/I item- 6.1.16
PCC 1:3:6 IN foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed ,placed in foundation and compacted by vibration including curing for 14 days.) item- 7.1 common part
Plain/ Reinforced Cement concrete in substructure complete as per drawing and technical specification PCC Grade M15 item-7.3(A)common
Plain/ Reinforced Cement concrete in substructure complete as per drawing and technical specification RCC Grade M20 item-7.3 (E)common
Drilling of hard rock of all kind by Wagon Drill machine for grout holes of more than 5m depth (for consolidation grouting) all complete including washing of holes for period not exceeding 10 minutes per holes as per specification and direction and directionof E/I. NOTE: Mobilisation and demobilisation charge for above items are also the same as per item nos 5.2.1 to 5.2.9 ITEM -6.2.9
Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I ITEM- 6.9 common
Suppling fitting and fixing rubber seal (water stop) of approved quality for construction joint complete job as per specification and direction of E/I item-7.8.2
Providing and fixing in position 25mm thick bituminastic board (shailtex or equivalent) as per I.S 1838-1983 in expansion or construction joints,all complete job as per specification and direction of E/I item- 7.8.3
Providing and fixing in position bitumen filler (bitumen,cement and sand) in construction joints complete job as per specification and direction of E/I item- 7.8.4
Supplying ,fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification . Item- 8.3 common
Supplying and laying (properly as per design and drawing) rip rap with good quality of boulders duly packed including the cost of material royality all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/I item- 6.8 common
Supplying and laying stone metal (20mm to 63mm) on the slope of dam as per specification and direction of E/I
Grouting for foundation per bag of cement all as per specification and direction of E/I item- 6.3.25
supplying and laying sand filter on slope of the dam as per design drawing with watering and compaction including the cost of material royality all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/I item- 6.5 common
Earthwork in dam fill in semi pervious or impervious zone excavation by hydarulic excavator and carriage by tipper truck making dam in proper design section including earth to be laid in layers not more than 225mm thick and braking of clods to maximum 63mm cube with all lifts including construction and maintenance of haul roads etc all complete as per specification and direction of E/I item- 5.1.22
Lead beyond 150 M but upto 500 M item-5.1.22.1 common
Lead beyond 1/2 Km but upto 1 Km item-5.1.22.1 common
Labour for rolling and compacting the earth in layers of 225 mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density. Including sprinkling the required quantiry or water, making arrangement for supply and carriage of water with all lead and lift finishing the surface as per plan and drawing, including hier change of compaction machine and other tools and plants etc. for line canal all complete as per specification and direction of E/I. 5.1.32)
Supplying and laying Geo textile filter fabric…all complete as per specification and dir of E/I ( M124)
Supplyin and laying Sand bags(cost of sand and empty cement bag)..as per specification and direction of E/I ( with 14.95 % OH+CP) item- M070 RCD
labour for filling empty cement bags with local sand ,stitching the bag and placing including supply of sutli all c omplete as per direction of E/I
Supplying 50mm diameter ISI marked PVC conduit (M/475 ELECTRICAL SOR 2021)
Lift irrigation system inluding Pump, sump & approach well, DC and distribution line at JHilingoda village of gamaharia block
Providing diesel pump for dewatering as per site conditing per 10 HP
Consultancy& GSI , Land compensation and maintenance during construction as per requirement and direction of E/I (Without GST)
Carriage of materials
Stone metal with 35KM lead, loading and unloading
Stone metal with 35KM lead,(25KM P +10 KM K) carriage
Stone metal with 40KM lead, loading and unloading
Stone metal with 40KM lead, (30KM P +10KM K) carriage
Stone Aggregate with 35KM lead loading andunloading
Stone Aggregate with 35KM lead (25KM K+10 KM P)
Stone Aggregate with 40KM lead,loading and unloading
Stone Aggregate with 40KM lead (30KM P+ 10 KM) carriage
sand with 5KM lead loading and unloading
sand with 5KM lead carriage (5KM K)
cement with 15 KM lead ,loading and unloading
cement with 15 KM lead ,(12KM P+3 KM K) carriage
cement with 20KM lead ,loading and unloading
cement with 20 KM lead ,(17KM P+3 KM K) carriage
steel reinforcement HYSDwith 15KM lead ,loading and unloading
steel reinforcement HYSDwith 15KM lead (12KM P+3 KM K)carriage
Steel reinforcement HYSD with20 KM lead ,loading and unloading
Steel reinforcement HYSD with20 KM lead (17KM P+3KM K)Carraige
fine sand with 5KM lead loading and unloading
sand with 1KM lead carriage (1KM K)
Stone boulder with 35KM lead loading and unloading
Stone boulder with 35KM lead ( 25KM P+ 10 KM K) carriage
Stone boulder with 40KM lead,loading and unloading
Stone boulder with 40KM lead,(30KM P+10 KM K) Carriage
Add GST @12%
Add Labour Cess @1%
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