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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.8 Cr+₹29.3 L (11.6%)Admitted-Finance | ₹2.8 Cr+₹29.3 L (11.6%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | Bijay Prasad Construction Pvt. Ltd. L1 | DIPIKA CONSTRUCTION PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work 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) within initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I. (Part-B 5.1.14.1) | 10,151.73 | Per M3 | 191.59 ₹19,44,969.95 Lowest | 213.76 ₹21,70,033.8 |
| 2.00 | E/W in excavation of foundation trenches of toe wall, spillway, head regulator, Intake well and outlet etc. as per designed section in ordinary rock or soft rock (Vide classification of soil item-C) with disposal of soil (beyond 50m from the edge of the trenches) with initial lead of 150m. and with initial lift of 1.5M. as per specification and direction of E/I. (Soft rock where blasting is not needed and approved by the concerned Chief Engineer). (Part - B 5.1.15.2) | 2,537.93 | Per M3 | 527.3 ₹13,38,250.49 Lowest | 588.32 ₹14,93,114.98 |
| 3.00 | Providing and laying P.C.C or R.C.C. M150 with nominal mix of (1:2:4) in various components of dam foundation with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened excluding cost of shuttering or form-work as well of reinforcement ,its cutting,bending, binding and placing including necessary tools and plants and vibrating,curing,royalty all taxes etc. complete job as per specifications and direction of E/I.(Part - B 5.3.6 BCD 5.3.1.2) | 1,583.76 | Per M3 | 4,327.39 ₹68,53,547.19 Lowest | 4,828.14 ₹76,46,615.01 |
| 4.00 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F.M (2.5 to 3) washed and screened with raking out joints curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specifications and direction of E/I.(Part - B
5.4.8 Part- A 5.2.28) | 740.64 | Per M3 | 2,578.31 ₹19,09,599.52 Lowest | 2,876.66 ₹21,30,569.46 |
| 5.00 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in super-structure with approved quality of coarse sand of requisite F.M (2.5 to 3) washed and screened with raking out joints curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specifications and direction of E/I.(Part - B
5.4.11 Part - A 5.2.31) | 1,499.69 | Per M3 | 2,735.74 ₹41,02,761.92 Lowest | 3,052.31 ₹45,77,518.78 |
| 6.00 | Providing and laying P.C.C or R.C.C. M200 with nominal mix of (1:1.5:3) in various components of dam superstructure with approved quality of 20 mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened excluding cost of shuttering or form-work as well of reinforcement ,its cutting,bending, binding and placing including necessary tools and plants and vibrating,curing,royalty all taxes etc. complete job as per specifications and direction of E/I.(Part - B BCD 5.3.9.1) | 112.84 | Per M3 | 4,910.66 ₹5,54,118.87 Lowest | 5,478.9 ₹6,18,239.08 |
| 7.00 | Providing M.S.reinforcement (tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S rods in position all complete as per specification and direction of E/I. 8mm TMT Fe500 (Only valid for SAIL & TATA Steel (Part -B BCD 5.5.4) | 4.3 | Per M.T | 78,406.82 ₹3,36,992.51 Lowest | 87,479.72 ₹3,75,987.84 |
| 8.00 | Centring and shuttering including strutting, propping etc. and removal of form for foundation, footing, bases of columns, etc. for mass concrete. (Part-B-B.C.D,- 5.3.17) | 1,852.09 | Per M2 | 393.41 ₹7,28,630.73 Lowest | 438.93 ₹8,12,937.86 |
| 9.00 | Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened including curing, scaffolding wherever required and its removal , royalty and all taxes etc. complete job as per specifications and direction of E/I. (Part - B
5.5.5 Part - A 5.7.12) | 744.9 | Per M2 | 243.62 ₹1,81,472.54 Lowest | 271.81 ₹2,02,471.27 |
| 10.00 | Supplying and laying boulders in rock toe, heel trenches of the dam as per design, drawing including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage all complete as per specificatins and direction of E/I.(Part - B
5.6.4 Part - A 6.4 ) | 320.76 | Per M3 | 1,403.24 ₹4,50,103.26 Lowest | 1,565.61 ₹5,02,185.06 |
Tender Value
₹2.7 Cr
EMD Value
₹2.7 L
Closing Date
29 Oct 2022, 5:00 pmClosed
Executive Engineer
Minor Irrigation Division Latehar
Construction of Series of Checkdam on Sarna Nala, Block-Latehar, Dist-Latehar
2022_WRD_62103_1
WRD/MID/LATEHAR/IFB-35/2022-23
Open Tender
Civil Works
Item Rate
335 days
Block-Latehar, Dist-Latehar
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
Executive Engineer, M.I Division, Latehar
₹2.7 L
19 Nov 2022
13 Oct 2022
3 Nov 2022
13 Oct 2022
29 Oct 2022
13 Oct 2022
Amount
Earth work 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) within initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I. (Part-B 5.1.14.1)
E/W in excavation of foundation trenches of toe wall, spillway, head regulator, Intake well and outlet etc. as per designed section in ordinary rock or soft rock (Vide classification of soil item-C) with disposal of soil (beyond 50m from the edge of the trenches) with initial lead of 150m. and with initial lift of 1.5M. as per specification and direction of E/I. (Soft rock where blasting is not needed and approved by the concerned Chief Engineer). (Part - B 5.1.15.2)
Providing and laying P.C.C or R.C.C. M150 with nominal mix of (1:2:4) in various components of dam foundation with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened excluding cost of shuttering or form-work as well of reinforcement ,its cutting,bending, binding and placing including necessary tools and plants and vibrating,curing,royalty all taxes etc. complete job as per specifications and direction of E/I.(Part - B 5.3.6 BCD 5.3.1.2)
Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F.M (2.5 to 3) washed and screened with raking out joints curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specifications and direction of E/I.(Part - B 5.4.8 Part- A 5.2.28)
Providing rough dressed random rubble stone masonry in cement mortar (1:4) in super-structure with approved quality of coarse sand of requisite F.M (2.5 to 3) washed and screened with raking out joints curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specifications and direction of E/I.(Part - B 5.4.11 Part - A 5.2.31)
Providing and laying P.C.C or R.C.C. M200 with nominal mix of (1:1.5:3) in various components of dam superstructure with approved quality of 20 mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened excluding cost of shuttering or form-work as well of reinforcement ,its cutting,bending, binding and placing including necessary tools and plants and vibrating,curing,royalty all taxes etc. complete job as per specifications and direction of E/I.(Part - B BCD 5.3.9.1)
Providing M.S.reinforcement (tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S rods in position all complete as per specification and direction of E/I. 8mm TMT Fe500 (Only valid for SAIL & TATA Steel (Part -B BCD 5.5.4)
Centring and shuttering including strutting, propping etc. and removal of form for foundation, footing, bases of columns, etc. for mass concrete. (Part-B-B.C.D,- 5.3.17)
Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened including curing, scaffolding wherever required and its removal , royalty and all taxes etc. complete job as per specifications and direction of E/I. (Part - B 5.5.5 Part - A 5.7.12)
Supplying and laying boulders in rock toe, heel trenches of the dam as per design, drawing including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage all complete as per specificatins and direction of E/I.(Part - B 5.6.4 Part - A 6.4 )
Earth-work in filling foundation trenches or back filling of masonary structures with suitable earth in layers not exceeding 150mm thick well watered,rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m cmplete as per specification and direction of E/I.(Part - B 6.1.16)
Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specificatin and direction of E/I.(Part - B 6.7.6 Part - A 6.9)
Use Rate of diesel pump per 10 H.P. per hour for dewatering during the construction of weir as per specification and direction of E/I. (PM-29)
Carriage of materials
Cement
Stone Chips :
Boulder :
Steel :
Labour Cess1%
DIPIKA CONSTRUCTION PRIVATE LIMITED
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