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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹12.5 L (11.7%)Admitted-Finance | ₹1.2 Cr+₹12.5 L (11.7%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S PRINCE CONSTRUCTION L2 | SAHIL INFRAPROJECTS PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50M. Including all lifts, leveling, ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I. | 837.32 | cum | 89.7 ₹75,107.6 | 80.38 ₹67,303.78 Lowest |
| 2.00 | Extra for earth work in hard Soil as per Specification and direction of E/I(vide classification of Soil Item- B). | 837.32 | cum | 9.13 ₹7,644.73 | 8.21 ₹6,874.4 Lowest |
| 3.00 | Filling in Foundation trenches and plinth in layers not exceeding 150mm thick well-watered rammed, fully compacted & fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M lift of 1.5 Mall complete as peer building specification and direction of E/I (mode of measurement compacted volume). | 558.21 | cum | 30.75 ₹17,164.96 | 29.27 ₹16,338.81 Lowest |
| 4.00 | Providing Coarse Clean sand in filling in foundation trenches or plinth including ramming & watering in layers not exceeding 150mm thick with all leads and lifts including cost of material Labour, taxes and royalty all complete as per building specification and direction of E/I. ( mode of measurement compacted volume). | 59.8 | cum | 174.21 ₹10,417.76 | 164.16 ₹9,816.77 Lowest |
| 5.00 | Providing P.C.C M-100 with nominal mix (1:3:6) in foundation and plinth with approved quality of stone metal graded-III (50mm to 25mm size) clean coarse sand of F.M. 2.5 to 3 including screening shuttering mixing cement concrete in cement mixer and placing in position, vibrating, Striking, curing ,taxes and royalty all complete as per building specification and direction of E/I. | 119.61 | cum | 3,023.55 ₹3,61,646.82 | 2,849.12 ₹3,40,783.24 Lowest |
| 6.00 | Providing R.C.C M-150 with nominal mix (1:2:4) in foundation and plinth with Approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in concrete mixer and placing and position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. In stiffeners | 116 | cum | 4,134 ₹4,79,544 | 3,938.74 ₹4,56,893.84 Lowest |
| 7.00 | Providing R.C.C M-150 with nominal mix (1:2:4) inStiffeners with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand F.M. 2.5 to 3 including screening shuttering, mixing cement, concrete in mixer and placing in position vibrating, striking, curing, (but excluding the cost of reinforcement) taxes and all royalty, all complete as per building specification and direction of E/I. | 191.14 | cum | 4,134 ₹7,90,172.76 Lowest | 4,938.96 ₹9,44,032.81 |
| 8.00 | Providing R.C.C M-150 with nominal mix (1:2:4) in lintel with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand F.M. 2.5 to 3 including screening shuttering, mixing cement, concrete in mixer and placing in position vibrating, striking, curing, (but excluding the cost of reinforcement) taxes and all royalty, all complete as per building specification and direction of E/I. | 110.89 | cum | 4,680 ₹5,18,965.2 Lowest | 5,049.36 ₹5,59,923.53 |
| 9.00 | Providing R.C.C M-150 nominal mix (1:2:4) in beam all type with approved quality of stone chips 20mm to 6mm size graded and of F.M 2.5 to 3 including screening shuttering, mixing cement, concrete in mixer and placing in position vibrating, striking, curing, (but excluding coarse and reinforcement) taxes and all royalty, all complete as per building specification and direction of E/I.Tie-Beam,Deduct | 111.07 | cum | 4,680 ₹5,19,807.6 Lowest | 5,699.37 ₹6,33,029.03 |
| 10.00 | Providing Designation 75B brick work in C.M (1:6) in super structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick. mortar joints, cost of screening materials, raking out joints to 15mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. Deduct | 690.5 | cum | 2,995.2 ₹20,68,185.6 | 2,827.38 ₹19,52,305.89 Lowest |
Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
5 Apr 2021, 5:00 pmClosed
EXECUTIVE ENGINEER
5th Floor New JIADA building Namkum Ranchi
Construction of Boundary Wall at Barhe Chanho Industrial Area JIADA.
2021_JIADA_48702_1
JIADA/11/Barhe/2020-21
Open Tender
Civil Works
Item Rate
Chanho
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
JIADA
₹2.9 L
25 May 2021
15 Mar 2021
7 Apr 2021
15 Mar 2021
5 Apr 2021
15 Mar 2021
Amount
Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50M. Including all lifts, leveling, ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.
Extra for earth work in hard Soil as per Specification and direction of E/I(vide classification of Soil Item- B).
Filling in Foundation trenches and plinth in layers not exceeding 150mm thick well-watered rammed, fully compacted & fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M lift of 1.5 Mall complete as peer building specification and direction of E/I (mode of measurement compacted volume).
Providing Coarse Clean sand in filling in foundation trenches or plinth including ramming & watering in layers not exceeding 150mm thick with all leads and lifts including cost of material Labour, taxes and royalty all complete as per building specification and direction of E/I. ( mode of measurement compacted volume).
Providing P.C.C M-100 with nominal mix (1:3:6) in foundation and plinth with approved quality of stone metal graded-III (50mm to 25mm size) clean coarse sand of F.M. 2.5 to 3 including screening shuttering mixing cement concrete in cement mixer and placing in position, vibrating, Striking, curing ,taxes and royalty all complete as per building specification and direction of E/I.
Providing R.C.C M-150 with nominal mix (1:2:4) in foundation and plinth with Approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in concrete mixer and placing and position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. In stiffeners
Providing R.C.C M-150 with nominal mix (1:2:4) inStiffeners with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand F.M. 2.5 to 3 including screening shuttering, mixing cement, concrete in mixer and placing in position vibrating, striking, curing, (but excluding the cost of reinforcement) taxes and all royalty, all complete as per building specification and direction of E/I.
Providing R.C.C M-150 with nominal mix (1:2:4) in lintel with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand F.M. 2.5 to 3 including screening shuttering, mixing cement, concrete in mixer and placing in position vibrating, striking, curing, (but excluding the cost of reinforcement) taxes and all royalty, all complete as per building specification and direction of E/I.
Providing R.C.C M-150 nominal mix (1:2:4) in beam all type with approved quality of stone chips 20mm to 6mm size graded and of F.M 2.5 to 3 including screening shuttering, mixing cement, concrete in mixer and placing in position vibrating, striking, curing, (but excluding coarse and reinforcement) taxes and all royalty, all complete as per building specification and direction of E/I.Tie-Beam,Deduct
Providing Designation 75B brick work in C.M (1:6) in super structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick. mortar joints, cost of screening materials, raking out joints to 15mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. Deduct
Providing 12mm thick. Cement plaster (1:6) on walls with clean coarse sand of F.M. 1.5 including screening, curing with all leads & lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.TOP WALL, Deduct
colour washing two coats of a coat of white wash over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke and mosh make with jhama rubbing scaffolding, washing of floors and taxes all complete as per building specification and direction of E/I.
T.M.T.bars in reinforcement of R.C.C.works - 48 mm dia @ 50% of total steel qty.
10mm dia. @15% of total steel qty.
12mm dia. @35% of total steel qty.
carrige of meterials.sand leads- 5 Km
stone chips leads-30 Km
brick leads- 8 Km
cement leads-5 Km
steel leads- 5 Km
Supplying and fixing MS Angle including making necessary pockets in boundary wall and filing the same with PCC (1:2:4) and making necessary slits in MS angle for fixing barbed wire including painting the angle with enamel paint as per direction of E/I complete in all respects, payment will be made for actual weight of the Angle fixed.
Providing in fixing concertina coil fencing with punched tape concertina coil 600mm dia. 10 meter open able length (total length 60 m) having 50 nos. rounds per 6 meter length up to 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.0 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal , including necessary bolts or barbed wire tied to angle iron all complete as per direction of E/I.
Labour cess @ 1%
M/S PRINCE CONSTRUCTION
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