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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAdmitted-Finance | ₹2.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.8 Cr+₹2.8 L (1.00%)Admitted-Finance | ₹2.8 Cr+₹2.8 L (1.00%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical As per decision |
| 4 | Rejected-Technical | - | - | Rejected-Technical As per decision |
| Sl No | Description | Qty | Unit | RAJWARDHAN HITECH CONSTRUCTION PVT. LTD. L2 | MEGOTIA CONSTRUCTION PVT LTD L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing and Grubing Road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and trees girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericiable material to be used of auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. Part A SOR 22- 2.03/ii/B | 0.18 | HA | 1,65,087.52 ₹29,715.75 | 1,63,544.64 ₹29,438.04 Lowest |
| 2.00 | E/W in excavation of foundation trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth so obtained (50m away from the edge of the trenches )with initial lead of 150m as per specification and direction of E/I. (6.1.8) | 907.5 | M3 | 190.2 ₹1,72,606.5 | 188.43 ₹1,71,000.23 Lowest |
| 3.00 | Earth work 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 1.5M including dressing, making the sides in proper profile and the bed in proper grade etc. all complete as per specification and direction of E/I. (7.1.13.2) | 905.47 | M3 | 434.1 ₹3,93,064.53 | 430.04 ₹3,89,388.32 Lowest |
| 4.00 | Excavation of soft rock for all depth where blasting is needed, but due non blasting zone, blasting is not possible and the work to be done by controlled wedging and hammering including lip cutting. With disposal of spoiled beyong 30 m, but upto 500m by mechanical means all complete job as per specification and direction of E/I ( with prior Approval of Cheif Engineer )(7.13.3) | 1,810.94 | M3 | 820.87 ₹14,86,546.32 | 813.2 ₹14,72,656.41 Lowest |
| 5.00 | 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 maintenance of haul road all complete as per specification and direction of E/I.(vide S.O.R. item 7.1.43.8 ). | 6,338.28 | M3 | 309.23 ₹19,59,986.32 | 306.34 ₹19,41,668.7 Lowest |
| 6.00 | Providing coarse clean local sand in filling infoundation trenches including ramming watering royalty and other taxes complete job as per specification and direciton of E/I. (7.1.37) | 269.67 | M3 | 625.33 ₹1,68,632.74 | 619.49 ₹1,67,057.87 Lowest |
| 7.00 | Plain Cement Concrete1:3:6 nominal mix in foundation with crused stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. SOR RCD - 2022 12.04 | 72.61 | Per M3 | 3,602.9 ₹2,61,606.57 | 3,569.23 ₹2,59,161.79 Lowest |
| 8.00 | Plain Cement Concrete M-15 in open foundation as per drawing and technical specification. SOR RCD - 2022 12.08-A-Case II | 354.15 | M3 | 3,993.13 ₹14,14,166.99 | 3,918.5 ₹13,87,736.78 Lowest |
| 9.00 | Plain Cement Concrete M-15 in sub structure as per drawing and technical specification. SOR RCD - 2022 13.05-A(p) | 414.88 | M3 | 3,982.97 ₹16,52,454.59 | 3,945.74 ₹16,37,008.61 Lowest |
| 10.00 | Plain Cement Concrete/RCC M-20 in open foundation as per drawing and technical specification. SOR RCD - 2022 12.08-B-Case II | 183.21 | M3 | 4,790.6 ₹8,77,685.83 | 4,745.83 ₹8,69,483.51 Lowest |
Tender Value
₹2.6 Cr
EMD Value
₹2.6 L
Closing Date
12 Jan 2023, 5:00 pmClosed
Executive Engineer
Executive Engineer, Minor Distribution Division No.9, Ghatsila, Camp-Glaudih
Construction of CR cum Escape at km 23.630 and Canal bank protection work of Kharkai Right Main Canal.
2022_WRD_64431_1
WRD/IGC/MDD09 Galudih/SBD-02/2022-23
Open Tender
Civil Works
Item Rate
365 days
Rajdoha, Potka, E.Singhbhum
Please refer Tender documents.
9 documents required · 9 mandatory
₹10,000
EE, Minor Dist. Div. No.9, Ghatsila, Camp-Galudih
₹2.6 L
Yes
5 Apr 2023
27 Dec 2022
18 Jan 2023
27 Dec 2022
12 Jan 2023
27 Dec 2022
Amount
Clearing and Grubing Road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and trees girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericiable material to be used of auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. Part A SOR 22- 2.03/ii/B
E/W in excavation of foundation trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth so obtained (50m away from the edge of the trenches )with initial lead of 150m as per specification and direction of E/I. (6.1.8)
Earth work 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 1.5M including dressing, making the sides in proper profile and the bed in proper grade etc. all complete as per specification and direction of E/I. (7.1.13.2)
Excavation of soft rock for all depth where blasting is needed, but due non blasting zone, blasting is not possible and the work to be done by controlled wedging and hammering including lip cutting. With disposal of spoiled beyong 30 m, but upto 500m by mechanical means all complete job as per specification and direction of E/I ( with prior Approval of Cheif Engineer )(7.13.3)
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 maintenance of haul road all complete as per specification and direction of E/I.(vide S.O.R. item 7.1.43.8 ).
Providing coarse clean local sand in filling infoundation trenches including ramming watering royalty and other taxes complete job as per specification and direciton of E/I. (7.1.37)
Plain Cement Concrete1:3:6 nominal mix in foundation with crused stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. SOR RCD - 2022 12.04
Plain Cement Concrete M-15 in open foundation as per drawing and technical specification. SOR RCD - 2022 12.08-A-Case II
Plain Cement Concrete M-15 in sub structure as per drawing and technical specification. SOR RCD - 2022 13.05-A(p)
Plain Cement Concrete/RCC M-20 in open foundation as per drawing and technical specification. SOR RCD - 2022 12.08-B-Case II
Plain Cement Concrete /RCC M-20 in Sub Structure as per drawing and technical specification. SOR RCD - 2022 13.05-E-(p)
Furnishing and Placing Reinforced Cement Concrete M-20 in Super Structure as per drawing and technical specification. SOR RCD - 2022 14.01-A(i)- p
Plain Cement Concrete M-25 in Sub Structure as per drawing and technical specification. SOR RCD - 2022 13.05-F-(p)
Providing weep holes with dry graded stone filter of 20mm to 40 mm size in abutment and wing wall as per specification and direction of E/I. (7.8.6) part A-6.9
Providing and laying dry pitching with precast concrete block 600 x 600 x 300 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. (1.5 to 3.0) washed and screened including necessary form work, tools and plants, vibrating, curing as well royalty and all taxes all complete job as per specification and direction of E/I. (7.3.17)
Supplying and Labour for laying fine filter(sand) under brick pitching or boulder pitching in slope and apron including light ramming etc.all complete as per specification and direction of E/I.(M002 +7.7.13)
Supplying and Labour for laying stone chips under brick pitching or boulder pitching in slope and apron including light ramming etc.all complete as per specification and direction of E/I. (M031 +7.7.13)
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) part A 6.3
Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulders dully packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all (5.6.8) ref part a ch 6/6.8
Supplying and labour charge for laying of Stone boulders of size 300mm in bed and side slopes as per approved drawings including all taxes and as per the specifications and directions of Engineer in charge. (M-018 + 7.7.18)
Cement Mortar 1:4 ( 1 cement : 4 sand ) RCD SOR 12.06
Providing and laying two layers of Asphalt sheet (Shalimar Tarfelt BH (Type II, Group - I) S.R. Sl. No. 79, Page - 61.
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)
Supplying fitting and fixing Copper strip of 16 gauge of approved quality for construction joints complete job as per specification and direction of E/I. (7.8.1)
Providing and fixing in position 25mm thick bituminastic board (shallitex or equivalent) as per I.S. 1838-1983 in expansion or construciton and direction of E/I. (7.8.3)
Providing and fixing in position 25mm bitumen filler in construction joint complete as per specification and direction of E/I. (7.8.4)
Drainage spouts complete as per Drawing and Technical Specifications. SOR RCD 15.17
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 ared or any other sources free from logs, roots, or any other ingredients with all lifts including breakig clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I. (As per TEC letter No. 587 Dated 22-09-06)
( lead beyond 150 m upto 500 m)-7.1.26.1
( lead beyond 1/2 km upto 1 km)-7.1.26.2
Watering and consolidation of earth laid in 150mm to 225mm layers by manual labour with C.I.hammer to achieve minimum 85% of maximum dry density including supply of water and necessary tools and plants with all leads and lifts all complete as per specification and direction of E/I. (S/R item no.7.1.38)
Earth work in filling foundation trenches and backfilling of structures in layer not exceeding 150mm 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 direciton of E/I. (7.1.31)
Earth work in backfilling of structures in layer not exceeding 150mm thick with pervious or semipervious or suitable soil from borrow pits free from logs, root, or any other ingrediets by manual excavation and carriage by truck with all lifts including watering, ramming,fully compacted and finely dressed, completed job as per specification and drawing of E/I. ( WRD 7.1.35.2) lead beyond 1/2 km to 1 km
Supplying, fitting and placing un coated HYSD bar Reinforcement in Super structure complete as per Drawing and Technical Specifications RCD- 14.02
Supplying, fitting and placing un coated HYSD bar Reinforcement in Sub structure complete as per Drawing and Technical Specifications RCD-13.06
Supplying, fitting and placing un coated HYSD bar Reinforcement in foundation complete as per Drawing and Technical Specifications RCD- 12.42
Cement
Stone chips
Stone metal
Steel
Bitumin
Add GST @18%
Add Labour Cess @1%
RAJWARDHAN HITECH CONSTRUCTION PVT. LTD.
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