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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹2.4 L (1.48%)Admitted-Finance | ₹1.7 Cr+₹2.4 L (1.48%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | nitin kumar jain L1 | hitech construction L2 |
|---|---|---|---|---|---|
| 1.00 | Removal of unserviceable soil including excavation,loading and disposal up to 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid separtly as per clause 305 | 2,407.5 | Cum | 355 ₹8,54,662.5 Lowest | 360 ₹8,66,700 |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) | 1,669.2 | Cum | 444 ₹7,41,124.8 Lowest | 450 ₹7,51,140 |
| 3.00 | Construction of subgrade & earthen shoulders with approved materials obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including land compensation of earth) (a), (Inclcost of testing of materials at site and laboratory as directed by the Deptt.).
(a) From Private Land | 834.6 | Cum | 519 ₹4,33,157.4 Lowest | 526 ₹4,38,999.6 |
| 4.00 | Construction of Granular Sub Base (GSB) by providing coarse graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per cl.401 (with an initial lead of 5 Km.)
(ii) for Grading-II Material | 250.38 | Cum | 3,971 ₹9,94,258.98 Lowest | 4,030 ₹10,09,031.4 |
| 5.00 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening Type-B/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. )
B) Grading-II material | 125.19 | Cum | 5,715 ₹7,15,460.85 Lowest | 5,800 ₹7,26,102 |
| 6.00 | Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm. a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm. | 1,669.2 | Sqm | 910 ₹15,18,972 Lowest | 924 ₹15,42,340.8 |
| 7.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, includingsetting out, construction of shoring and bracing, removal of stumpsand other deleterious matter, dressing of sides and Bottom ,backfilling the excavated earth to the extent required andutilising the remaining earth locally for road work.)
(v) Marshy Soil (Depth up to 3m)
With dewatering | 738.3 | Cum | 86 ₹63,493.8 Lowest | 87 ₹64,232.1 |
| 8.00 | Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works. | 110.75 | Cum | 2,585 ₹2,86,288.75 Lowest | 2,624 ₹2,90,608 |
| 9.00 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 101.12 | Cum | 6,377 ₹6,44,842.24 Lowest | 6,473 ₹6,54,549.76 |
| 10.00 | Plain/Reinforced Cement Concrete in sub structure complete as per Drawing and Technical Specification and steel suttering frame work.
RCC Grade M-20,
Height upto 5 m , Using Concrete Mixture | 512 | Cum | 8,482 ₹43,42,784 Lowest | 8,609 ₹44,07,808 |
Tender Value
Refer Docs
EMD Value
₹3.3 L
Closing Date
10 Mar 2021, 2:00 pmClosed
Chief Engineer, PWD(Roads), Assam
O/o the Chief Engineer, PWD(Roads), Assam
Improvement of left hand side bye lane of Niranjan Khaklari Path at Dolbari (Ch. 0.00 M to Ch. 321.00 M) under SOPD (G) for the year 2020-21
2021_PWD_21557_1
Niranjan Khaklari Path at Dolbari
Open Tender
Civil Works – Roads
Item Rate
365 days
Guwahati
Please refer Tender documents.
5 documents required · 5 mandatory
₹4,900
Yes
Empowered Officer, ASRB
₹3.3 L
Yes
10 May 2021
2 Mar 2021
10 Mar 2021
2 Mar 2021
10 Mar 2021
2 Mar 2021
2 Mar 2021 - 10 Mar 2021
Amount
Removal of unserviceable soil including excavation,loading and disposal up to 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid separtly as per clause 305
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.)
Construction of subgrade & earthen shoulders with approved materials obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including land compensation of earth) (a), (Inclcost of testing of materials at site and laboratory as directed by the Deptt.). (a) From Private Land
Construction of Granular Sub Base (GSB) by providing coarse graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per cl.401 (with an initial lead of 5 Km.) (ii) for Grading-II Material
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening Type-B/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) B) Grading-II material
Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm. a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, includingsetting out, construction of shoring and bracing, removal of stumpsand other deleterious matter, dressing of sides and Bottom ,backfilling the excavated earth to the extent required andutilising the remaining earth locally for road work.) (v) Marshy Soil (Depth up to 3m) With dewatering
Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works.
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Plain/Reinforced Cement Concrete in sub structure complete as per Drawing and Technical Specification and steel suttering frame work. RCC Grade M-20, Height upto 5 m , Using Concrete Mixture
Supplying,fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specification (b) IS:1786 (Fe-500 D) Secondary Producer (ISI approved)
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification
Sand Filling in foundation trenches as per Drawing & Technical Specification
hitech construction
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