Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 CrAdmitted-Finance | ₹3.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.2 CrAdmitted-Finance | ₹3.2 Cr | L2 | Admitted-Finance |
| 3 | L3₹3.6 CrAdmitted-Finance | ₹3.6 Cr | L3 | Admitted-Finance |
| 4 | L4₹3.6 CrAdmitted-Finance | ₹3.6 Cr | L4 | Admitted-Finance |
| 5 | L5₹3.9 CrAdmitted-Finance | ₹3.9 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Shaurya civil constructions pvt ltd L2 | MODERA INFRATECH PRIVATE LIMITED L1 | M/S P K AGARWALLA L5 | MEGOTIA CONSTRUCTION PVT LTD L3 | RAJWARDHAN HITECH CONSTRUCTION PVT. LTD. L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation of foundation trenches in 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. (SOR No. 7.1.27) | 6,223.33 | m3 | 107.01 ₹6.7 L | 120 ₹7.5 L | 129.94 ₹8.1 L | 117.71 ₹7.3 L | 117.85 ₹7.3 L |
| 1.01 | E/W in excavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not needed) (vide type of soil item -C) with disposal of spoil upto 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (SOR No. 7.1.43.6) | 6,247.33 | m3 | 129.59 ₹8.1 L | 90 ₹5.6 L | 157.37 ₹9.8 L | 142.56 ₹8.9 L | 142.73 ₹8.9 L |
| 1.02 | E/W in excavation in canal by the hydraulic excavator (rock breaker) as per designed section in soft rock (where blasting is prohibited) (vide type of soil item -C) with disposal of spoil upto 500 m with all lifts by tipper including construction and maintanance of haul road all complete as per specification and direction of E/I. (SOR No. 7.1.43.8) | 108.01 | m3 | 288.33 ₹31,142.52 | 260 ₹28,082.60 | 350.13 ₹37,817.48 | 317.18 ₹34,258.61 | 317.55 ₹34,298.58 |
| 2.00 | Earthwork in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30 M and lift of 1.5M. including the cost of formation of sub grade of canal lining, profiling, levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I. (7.1.21) | 313.11 | m3 | 106.95 ₹33,487.11 | 100 ₹31,311 | 129.87 ₹40,664.07 | 117.65 ₹36,837.39 | 117.79 ₹36,881.23 |
| 3.00 | Providing and placing sand filter free from clay and other organic materials (F.M. 2.5 to 3.0) in slope and bed of the canal, below lining including the cost of watering, compaction, royalty and other taxes as per specification and direction of E/I. (where depth of cutting is more than 6M [20ft]). 7.2.8 | 76.45 | m3 | 912.81 ₹69,783.41 | 889.1 ₹67,970.81 | 1,108.41 ₹84,737.18 | 1,004.09 ₹76,761.68 | 1,005.28 ₹76,852.65 |
| 4.00 | PCC 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 curing for 14 days. Combined SOR: 7.1/12.4) Foundation | 120.36 | m3 | 2,524.83 ₹3.0 L | 2,300 ₹2.8 L | 3,065.86 ₹3.7 L | 2,777.31 ₹3.3 L | 2,780.59 ₹3.3 L |
| 5.00 | Plain / reinforced cement concrete in open foundation complete as per drawing and technical specification. PCC Grade M-15 (Combind SOR: 7.2/12.8-A) Foundation | 438.18 | m3 | 2,961.41 ₹13.0 L | 2,800 ₹12.3 L | 3,596.01 ₹15.8 L | 3,257.56 ₹14.3 L | 3,261.41 ₹14.3 L |
| 6.00 | Plain / reinforced cement concrete in open foundation complete as per drawing and technical specification. PCC Grade M-20 Combined SOR: 7.2/12.8-B) Foundation | 94.04 | m3 | 3,274.03 ₹3.1 L | 3,189 ₹3.0 L | 3,975.62 ₹3.7 L | 3,601.44 ₹3.4 L | 3,611.78 ₹3.4 L |
| 7.00 | Plain / reinforced cement concrete in sub-structure complete as per drawing and technical specification. PCC Grade M-15 (Combined SOR: 7.3/13.5/A-P Sub-Structure) | 400.62 | m3 | 3,132.37 ₹12.5 L | 3,051 ₹12.2 L | 3,803.58 ₹15.2 L | 3,445.6 ₹13.8 L | 3,449.66 ₹13.8 L |
| 8.00 | Plain / reinforced cement concrete in sub-structure complete as per drawing and technical specification. PCC Grade M-20 (Combined SOR: 7.3/13.5/E-P Sub-Structure) | 741.03 | m3 | 3,481.95 ₹25.8 L | 3,391.5 ₹25.1 L | 4,228.07 ₹31.3 L | 3,830.13 ₹28.4 L | 3,834.66 ₹28.4 L |
Tender Value
₹4.2 Cr
EMD Value
₹4.2 L
Closing Date
10 Dec 2021, 5:00 pmClosed
Executive Engineer
Executive Engineer, Minor Distribution Division No.-4, Galudih.
Construction of CD at km. 1.49 and 20.915 of Kalikapur Distributory. (Ex. From km. 30.21 of IRMC.)
2021_WRD_53694_1
WRD/IGC/MDD-04/ SBD-01/2021-22
Open Tender
Civil Works
365 days
Potka, E. Singhbhum
Please refer Tender documents.
9 documents required · 9 mandatory
₹10,000
EE Minor Distribution Division No.-4, Galudih.
₹4.2 L
Yes
30 Dec 2021
26 Nov 2021
14 Dec 2021
26 Nov 2021
10 Dec 2021
26 Nov 2021
Amount
Earthwork in excavation of foundation trenches in 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. (SOR No. 7.1.27)
E/W in excavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not needed) (vide type of soil item -C) with disposal of spoil upto 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (SOR No. 7.1.43.6)
E/W in excavation in canal by the hydraulic excavator (rock breaker) as per designed section in soft rock (where blasting is prohibited) (vide type of soil item -C) with disposal of spoil upto 500 m with all lifts by tipper including construction and maintanance of haul road all complete as per specification and direction of E/I. (SOR No. 7.1.43.8)
Earthwork in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30 M and lift of 1.5M. including the cost of formation of sub grade of canal lining, profiling, levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I. (7.1.21)
Providing and placing sand filter free from clay and other organic materials (F.M. 2.5 to 3.0) in slope and bed of the canal, below lining including the cost of watering, compaction, royalty and other taxes as per specification and direction of E/I. (where depth of cutting is more than 6M [20ft]). 7.2.8
PCC 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 curing for 14 days. Combined SOR: 7.1/12.4) Foundation
Plain / reinforced cement concrete in open foundation complete as per drawing and technical specification. PCC Grade M-15 (Combind SOR: 7.2/12.8-A) Foundation
Plain / reinforced cement concrete in open foundation complete as per drawing and technical specification. PCC Grade M-20 Combined SOR: 7.2/12.8-B) Foundation
Plain / reinforced cement concrete in sub-structure complete as per drawing and technical specification. PCC Grade M-15 (Combined SOR: 7.3/13.5/A-P Sub-Structure)
Plain / reinforced cement concrete in sub-structure complete as per drawing and technical specification. PCC Grade M-20 (Combined SOR: 7.3/13.5/E-P Sub-Structure)
Plain / reinforced cement concrete in sub-structure complete as per drawing and technical specification. PCC Grade M-15 Combined SOR: 7.3/13.5/A-P Sub Structure
Plain / reinforced cement concrete in sub-structure complete as per drawing and technical specification. PCC Grade M-20 (Combined SOR: 7.3/13.5/E-P Sub Structure)
Providing 100mm thick P.C.C. lining in M- 150 with nominal mix of (1:2:4) with well graded stone chips (20mm and down) and coarse sand of approved quality of required F.M. (2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joined including cost of form work and its removal, curing, roylty and all other taxes, complete job as per specification and direction of E/I. (7.2.19.1)
Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specification and direction of E/I. (7.1.37)
Supplying and laying good quality of stone metal filter (20mm to 63mm size) in the rock toe, heel trenches, toe drain as per design and drawing including the cost of materials, royalty, all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. (5.6.3)
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 -do- complete job as per specification and direction of E/I. (7.3.17)
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. (6.7.6)
Earth work in filling foundation trenches and back filling of structure in layer not exceeding 150 mm thick well waterd rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in suitable profile within a lead of 30M and lift of 1.5 M completet job, as per specification and direction of E/I. (7.1.31)
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 and labour charge for laying and fixing LDPE film below bed and curvature including carriage up to work site all complete as per direction of E/I. (Approved rate)
Supplying and laying Hessain cloth (0.3 kg/m2) all complete as per specification and direction of E/I. M-268/ Page-51
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)
E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil - A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots, or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I. Lead Beyond 150 M but upto 500 M. (7.1.26.1)
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 sprinking 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)
Supplying and 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. (M-018+7.7.18)
Supplying, fitting and placing HYSD bar reinforcement complete in foundation as per drawing and technical specification. ( SOR Part -A ) 8.1/12.40
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification. (8.3/13.6)
Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I. (SOR No. 7.3.18)
Carriage of Material @ Km 1.490
Cement
Stone Chips
Stone Metal
Steel
Stone Boulder
Carriage of Material @ Km 20.915
Cement
Stone Chips
Stone Metal
Steel
Stone Boulder
Add GST @12%
Add Labour Cess @1%
Shaurya civil constructions pvt ltd
MEGOTIA CONSTRUCTION PVT LTD
RAJWARDHAN HITECH CONSTRUCTION PVT. LTD.
M/S P K AGARWALLA
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.06 MB
SBDone.pdf
Tender Documents • 0.54 MB
Ammendments.pdf
Tender Documents • 0.31 MB
Tech_Specification.pdf
Tender Documents • 0.34 MB
BOQ_72140.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid