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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAdmitted-Finance | ₹3.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.2 Cr+₹1.3 L (0.39%)Admitted-Finance D 16 SANGAM VIHAR SONARI JAMSHEDPUR | ₹3.2 Cr+₹1.3 L (0.39%) | L2 | Admitted-Finance |
| 3 | L3₹3.6 Cr+₹45.0 L (14.1%)Admitted-Finance LALDIH GOPALPUR GHATSHILA EAST SINGHBHUM JHARKHAND | RANCHI | JHARKHAND | 829205 | ₹3.6 Cr+₹45.0 L (14.1%) | L3 | Admitted-Finance |
| 4 | L4₹3.7 Cr+₹50.2 L (15.7%)Admitted-Finance | ₹3.7 Cr+₹50.2 L (15.7%) | L4 | Admitted-Finance |
| 5 | L5₹4.0 Cr+₹76.5 L (23.9%)Admitted-Finance | ₹4.0 Cr+₹76.5 L (23.9%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Shaurya civil constructions pvt ltd L1 | Sri Sai Krishna Constructions L6 | M/S CHANDEL CONSTRUCTION L5 | RAJESH KUMAR CONSTRUCTIONS PVT. LTD. L3 | PUSHPANJALI ENGGCON PRIVATE LIMITED L2 | MORWAN CONSTRUCTION PVT. LTD. L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling R.C.C. work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. BCD (5.10.3) | 966.31 | per Mᶟ | 1,349.29 ₹13,03,832.42 | 1,893 ₹18,29,224.83 | 1,050.55 ₹10,15,156.97 Lowest | 1,539.42 ₹14,87,556.94 | 1,421.61 ₹13,73,715.96 | 1,561.15 ₹15,08,554.86 |
| 2.00 | E/W in excavtion 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. Item no WRD pt.-B 7.1.27 | 6,989.73 | per Mᶟ | 102.38 ₹7,15,608.56 Lowest | 144 ₹10,06,521.12 | 119.1 ₹8,32,476.84 | 116.81 ₹8,16,470.36 | 107.71 ₹7,52,863.82 | 118.46 ₹8,28,003.42 |
| 3.00 | Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/I. Item no WRD pt.-B 7.1.10 | 6,989.73 | per Mᶟ | 10.41 ₹72,763.09 Lowest | 14 ₹97,856.22 | 12.03 ₹84,086.45 | 11.88 ₹83,037.99 | 10.97 ₹76,677.34 | 12.05 ₹84,226.25 |
| 4.00 | Earth work in excavation in ordinary rock or soft rock (where blasting is not needed) (vide classification of soil item -C) with initial lead of 30m and lift of 1.5m including dressing, making the sides in proper profile and dressing the bed in proper grade etc. all complete as per specification and direction of E/I. WRD PART-B 7.1.13.2 | 2,995.6 | per Mᶟ | 274.66 ₹8,22,771.5 Lowest | 385 ₹11,53,306 | 355.04 ₹10,63,557.82 | 313.36 ₹9,38,701.22 | 289.39 ₹8,66,896.68 | 317.78 ₹9,51,941.77 |
| 5.00 | Providing and placing local sand in filling in foundation trenches including ramming as well as royality and all taxes etc as per specification and direction of E/I. Item no WRD pt.-B, 7.1.37 | 129.96 | per Mᶟ | 395.65 ₹51,418.67 Lowest | 555 ₹72,127.8 | 584.42 ₹75,951.22 | 451.41 ₹58,665.24 | 416.87 ₹54,176.43 | 457.78 ₹59,493.09 |
| 6.00 | Providing and laying P.C.C or R.C.C M-150 with nominal mix of (1:2:4) in foundation of various components of canal or embankment structure with approved quality of 40 mm graded coarse aggregate to required grade (as per design) and approved quality of sand of requisite F. M. ( 2.5 to 3.0) washed and screened including nessesary tools and plants vibrating, curring, royalty and all taxes etc. excluding cost of form work as well reinforcement its cutting, bending, binding and placing complete job as per specification and direction of E/I. BCD Item no.- 5.3.2.2 | 136.69 | per Mᶟ | 3,113 ₹4,25,515.97 Lowest | 4,368 ₹5,97,061.92 | 4,200.06 ₹5,74,106.2 | 3,551.67 ₹4,85,477.77 | 3,279.92 ₹4,48,332.26 | 3,601.79 ₹4,92,328.68 |
| 7.00 | Providing and laying P.C.C or R.C.C M-250 with nominal mix of (1:1:2) in foundation of various components of canal or embankment structure with approved quality of 20 mm graded coarse aggregate to required grade (as per design) and approved quality of sand of requisite F. M. ( 2.5 to 3.0) washed and screened including nessesary tools and plants vibrating, curring, royalty and all taxes etc. excluding cost of form work as well reinforcement its cutting, bending, binding and placing complete job as per specification and direction of E/I. BCD Item no.- 5.3.26.1.1 | 1,049.35 | per Mᶟ | 3,619.29 ₹37,97,901.96 Lowest | 5,078 ₹53,28,599.3 | 4,950.12 ₹51,94,408.42 | 4,129.3 ₹43,33,080.96 | 3,813.35 ₹40,01,538.82 | 4,187.58 ₹43,94,237.07 |
| 8.00 | Providing and laying P.C.C or R.C.C M-250 with nominal mix of (1:2:4) in superstructure of various components of canal or embankment structure with approved quality of 20 mm graded coarse aggregate to required grade (as per design) and approved quality of sand of requisite F. M. ( 2.5 to 3.0) washed and screened including nessesary tools and plants vibrating, curring, royalty and all taxes etc. excluding cost of form work as well reinforcement its cutting, bending, binding and placing complete job as per specification and direction of E/I. BCD Item no.- 5.3.26.2.1 | 1,161.45 | per Mᶟ | 4,101.66 ₹47,63,873.01 Lowest | 5,755 ₹66,84,144.75 | 5,355.15 ₹62,19,738.97 | 4,679.65 ₹54,35,179.49 | 4,321.59 ₹50,19,310.71 | 4,745.69 ₹55,11,881.65 |
| 9.00 | Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I. Item no WRD pt.-B, 7.1.18 | 673.6 | Per M2 | 283.01 ₹1,90,635.54 Lowest | 397 ₹2,67,419.2 | 325.09 ₹2,18,980.62 | 322.89 ₹2,17,498.7 | 298.18 ₹2,00,854.05 | 327.44 ₹2,20,563.58 |
| 10.00 | Providing shuttering, including strutting proping etc. and its removal after use in various components of canal structure or embankment structure as per specification and direction of E/I. Item no WRD pt.-B, 7.1.19 | 4,154.53 | Per M2 | 304.64 ₹12,65,636.02 Lowest | 427 ₹17,73,984.31 | 410.1 ₹17,03,772.75 | 347.56 ₹14,43,948.45 | 320.97 ₹13,33,479.49 | 352.47 ₹14,64,347.19 |
Tender Value
Refer Docs
EMD Value
₹4.7 L
Closing Date
2 Dec 2022, 5:00 pmClosed
Executive Engineer
Executive Engineer, Irrigation Division Galudih.
Protection of Canal Bundh near of Aqueduct at 44.480 km. of GRMC.
2022_WRD_63177_1
WRD/IRRDIVGALUDIH /02SBD/22-23
Open Tender
Civil Works
Item Wise
365 days
GURABANDHA EAST SINGHBHUM
Please refer Tender documents.
9 documents required · 9 mandatory
₹10,000
EE Irrigation Division, Galudih
₹4.7 L
Yes
11 Jan 2023
19 Nov 2022
5 Dec 2022
19 Nov 2022
2 Dec 2022
19 Nov 2022
Amount
Dismantling R.C.C. work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. BCD (5.10.3)
E/W in excavtion 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. Item no WRD pt.-B 7.1.27
Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/I. Item no WRD pt.-B 7.1.10
Earth work in excavation in ordinary rock or soft rock (where blasting is not needed) (vide classification of soil item -C) with initial lead of 30m and lift of 1.5m including dressing, making the sides in proper profile and dressing the bed in proper grade etc. all complete as per specification and direction of E/I. WRD PART-B 7.1.13.2
Providing and placing local sand in filling in foundation trenches including ramming as well as royality and all taxes etc as per specification and direction of E/I. Item no WRD pt.-B, 7.1.37
Providing and laying P.C.C or R.C.C M-150 with nominal mix of (1:2:4) in foundation of various components of canal or embankment structure with approved quality of 40 mm graded coarse aggregate to required grade (as per design) and approved quality of sand of requisite F. M. ( 2.5 to 3.0) washed and screened including nessesary tools and plants vibrating, curring, royalty and all taxes etc. excluding cost of form work as well reinforcement its cutting, bending, binding and placing complete job as per specification and direction of E/I. BCD Item no.- 5.3.2.2
Providing and laying P.C.C or R.C.C M-250 with nominal mix of (1:1:2) in foundation of various components of canal or embankment structure with approved quality of 20 mm graded coarse aggregate to required grade (as per design) and approved quality of sand of requisite F. M. ( 2.5 to 3.0) washed and screened including nessesary tools and plants vibrating, curring, royalty and all taxes etc. excluding cost of form work as well reinforcement its cutting, bending, binding and placing complete job as per specification and direction of E/I. BCD Item no.- 5.3.26.1.1
Providing and laying P.C.C or R.C.C M-250 with nominal mix of (1:2:4) in superstructure of various components of canal or embankment structure with approved quality of 20 mm graded coarse aggregate to required grade (as per design) and approved quality of sand of requisite F. M. ( 2.5 to 3.0) washed and screened including nessesary tools and plants vibrating, curring, royalty and all taxes etc. excluding cost of form work as well reinforcement its cutting, bending, binding and placing complete job as per specification and direction of E/I. BCD Item no.- 5.3.26.2.1
Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I. Item no WRD pt.-B, 7.1.18
Providing shuttering, including strutting proping etc. and its removal after use in various components of canal structure or embankment structure as per specification and direction of E/I. Item no WRD pt.-B, 7.1.19
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. (100 Φ Weep Holes) Item no Com., 6.9
Providing 110 mm Dia UPVC pipe for drain in deck slab, guard Wall etc. (Add 10% CP) WRD M-1266, Page 72
Earthwork 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. Item no WRD pt.-B, 7.1.31
E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B type of soil ( vide soil - A and B ) in proper profile excavation by hydraulic m/c and carraige by logs, roots, or any other ingredients with al lifts including breaking clods to maximum 60mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I. Lead Beyond 150M but upto 500M. WRD pt.-B, 7.1.26.1
Providing and laying of a Geo-textile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete block as well as to allow free movement of water without creating any uplift head on the pitching as per specification and direction of E/I. Geotextile Filter as per CL. 3.7/ANNEX-A of IS. 14262-1995. ( Vide. T.E.C. LT. NO.- 48(e) dt.- 10.05.2004 )
Providing and Placing in position suitable PVC water stops confirming to IS:12200 for Construction/expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. cmplete : Serrated with Central bulb (225mm wide, 8-11 mm thick). DSR Item No. 22.4.1
Providing Tor steel reinforcement of 10mm, 12mm & 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. 12/16 mm (TMT coil Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL) BCD 5.5.5
providing Tor steel reinforcement of 20mm, 25mm, 28mm & 32mm. dia bars as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. 20/25mm TMT bar Fe 500 (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL) BCD 5.5.6
Carriage of Materials :- a) Cement ( 5 km (US) + 76 km (S) = 81 KM)
b) Steel ( 5 km (US) + 76 km (S) = 81 KM)
c) Sand ( 1 km (K) +2 km (US) = 3 KM)
d) Stone Chips ( 8 km (US) +37 km (S) = 45 KM)
Add GST @18%
Add Labour Cess @1%
PUSHPANJALI ENGGCON PRIVATE LIMITED
RAJESH KUMAR CONSTRUCTIONS PVT. LTD.
MORWAN CONSTRUCTION PVT. LTD.
M/S CHANDEL CONSTRUCTION
Sri Sai Krishna Constructions
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