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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance ASSAM CHANDMARI GUWAHATI 03 | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L1₹2.5 CrAdmitted-Finance | ₹2.5 Cr | L1 | Admitted-Finance |
| 3 | L2₹2.6 Cr+₹9.0 L (3.56%)Admitted-Finance | ₹2.6 Cr+₹9.0 L (3.56%) | L2 | Admitted-Finance |
| 4 | Rejected-Technical H NO 02 KRISHNA NAGAR DHOPOLIA JYOTIKUCHI GUWAHATI 40 ASSAM | - | - | Rejected-Technical Technically Not Qualified |
| Sl No | Description | Qty | Unit | Panna Deb L2 | R C Construction L1 | Ganesh Daimary L1 |
|---|---|---|---|---|---|---|
| 1.00 | Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder( Average 150mm filling )to the design level by adding fresh approved soil and compacting it with appropriate equipment.) | 6,700 | Sqm | 28 ₹1,87,600 Lowest | 70 ₹4,69,000 | 56 ₹3,75,200 |
| 2.00 | 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 & Camber,applying & broming stone screening /binding materials to fill up the interstices of coarse aggregate, watering and compacting to the reqd. density.)(including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department) A. By Manual Means(III ) Grading III (b ) Using screnning type -B(11.20 mm Agg) | 47.25 | Cum | 3,500 ₹1,65,375 Lowest | 4,000 ₹1,89,000 | 4,656 ₹2,19,996 |
| 3.00 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.)
'(i) With bitumen emulsion-CSS-1h | 630 | sqm | 68 ₹42,840 | 42 ₹26,460 Lowest | 49 ₹30,870 |
| 4.00 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) | 48,608 | sqm | 15 ₹7,29,120 | 12 ₹5,83,296 Lowest | 13 ₹6,31,904 |
| 5.00 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of material from quarry to plant and mixed material from plant to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department) ( Including cost of testing of materials at site and laboratory as directed by the deptt.)
'(a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification)
(I)'with 60/70 or VG-30 grade bitumen (ii) for Grading II ( 19 mm nominal size ) | 85.4 | cum | 9,000 ₹7,68,600 Lowest | 11,200 ₹9,56,480 | 9,328 ₹7,96,611.2 |
| 6.00 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of material from quarry to plant and mixed material from plant to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department) ( Including cost of testing of materials at site and laboratory as directed by the deptt.)
'(a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification)
(I)'with 60/70 or VG-30 grade bitumen
''for Grading-II(13 mm nominal size) | 1,435.14 | cum | 12,000 ₹1,72,21,680 | 11,100 ₹1,59,30,054 | 10,047 ₹1,44,18,851.58 Lowest |
| 7.00 | Providing and Fixing of Retro-Reflectorized cautionary, mandatory & informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron pos (i) 90cm equilateral traingle | 2 | each | 2,269.88 ₹4,539.76 Lowest | 7,500.21 ₹15,000.42 | 6,213.22 ₹12,426.44 |
| 8.00 | Providing and Fixing of Retro-Reflectorized cautionary, mandatory & informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron pos (ii) 60cm equilateral traingle | 6 | each | 2,270 ₹13,620 Lowest | 3,500 ₹21,000 | 4,123 ₹24,738 |
| 9.00 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications | 1,474 | sqm | 650 ₹9,58,100 Lowest | 750 ₹11,05,500 | 891 ₹13,13,334 |
| 10.00 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. | 402 | each | 320 ₹1,28,640 | 250 ₹1,00,500 Lowest | 253 ₹1,01,706 |
Tender Value
₹2.8 Cr
EMD Value
₹5.6 L
Closing Date
22 Oct 2021, 2:00 pmClosed
CE., PWD (Roads), Assam, Chandmari, Ghy-3
O/O The CE., PWD (Roads), Assam, Chandmari, Ghy-3
RIDF-XXVII/Cachar/06 Improvement of Sonai-Sonabarighat Road (L 6.70Km) under RIDF-XXVII of NABARD for the year 2021-22 within Cachar District under PWD Dholai AND Sonai Territorial Road Division, Dholai under Sonai LAC
2021_PWD_23099_11
CE/STBR/ RIDF-XXVII/03/21-22/5 Dtd. 14 -09-2021
Open Tender
Civil Works – Roads
Item Rate
545 days
Sonai
Please refer Tender documents.
6 documents required · 6 mandatory
₹8,400
Empowered officer, Assam State Road Board
₹5.6 L
Yes
21 Jan 2022
1 Oct 2021
25 Oct 2021
1 Oct 2021
22 Oct 2021
1 Oct 2021
1 Oct 2021 - 22 Oct 2021
Amount
Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder( Average 150mm filling )to the design level by adding fresh approved soil and compacting it with appropriate equipment.)
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 & Camber,applying & broming stone screening /binding materials to fill up the interstices of coarse aggregate, watering and compacting to the reqd. density.)(including carriage of material from quarry to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department) A. By Manual Means(III ) Grading III (b ) Using screnning type -B(11.20 mm Agg)
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(i) With bitumen emulsion-CSS-1h
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.)
Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of material from quarry to plant and mixed material from plant to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department) ( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (I)'with 60/70 or VG-30 grade bitumen (ii) for Grading II ( 19 mm nominal size )
Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of material from quarry to plant and mixed material from plant to site of work with all lead and lift and payment of FR ,VAT etc complete and as directed by the Department) ( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (I)'with 60/70 or VG-30 grade bitumen ''for Grading-II(13 mm nominal size)
Providing and Fixing of Retro-Reflectorized cautionary, mandatory & informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron pos (i) 90cm equilateral traingle
Providing and Fixing of Retro-Reflectorized cautionary, mandatory & informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron pos (ii) 60cm equilateral traingle
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications
Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for one year.
RCC COVERED DRAIN :- Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days)
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification. E. R.C.C Grade M 20 a)height up to 5m Case. I :Using concrete mixture
Ganesh Daimary
Panna Deb
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