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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 CrAdmitted-Finance BRP ROAD H NO 3 ASHI ANUPAMA HEIGHT P O P S BHARALUMUKH GUWAHTI DIST KAMRUP METRO PIN 781009 | KAMRUP METRO | ASSAM | 781009 | ₹7.9 Cr | L1 | Admitted-Finance |
| 2 | L1₹7.9 CrAdmitted-Finance | ₹7.9 Cr | L1 | Admitted-Finance |
| 3 | L2₹7.9 CrSame as L1Admitted-Finance JAYANAGAR GUWAHATI PO BELTOLA DIST KAMRUP METRO PIN 781028 | KAMRUP METRO | ASSAM | 781028 | ₹7.9 CrSame as L1 | L2 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S AGH CONSTRUCTIONS L1 | SRI.LALIT KUMAR AGARWALLA L1 | SAILAJA COMMERCIAL CONSTRUCTION PVT LTD L2 |
|---|---|---|---|---|---|---|
| 1.00 | A) Road Work Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines,grades and cross sections. | 7,837.5 | Cum | 100 ₹7,83,750 Lowest | 110.7 ₹8,67,611.25 | 130 ₹10,18,875 |
| 2.00 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts upto 1.5m,transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300.1 and 300-2 with all lead and lift as per technical specification 301.5 a) from private land | 64,755.71 | Cum | 220 ₹1,42,46,256.2 Lowest | 234 ₹1,51,52,836.14 | 400 ₹2,59,02,284 |
| 3.00 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with all lead and lift as per technical specification 303.1 a) from private land | 11,887.37 | Cum | 275 ₹32,69,026.75 | 270 ₹32,09,589.9 | 260 ₹30,90,716.2 Lowest |
| 4.00 | Construction of granular sub-base by providing well graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per cl. 401 with all lead and lift upto site of work. ( ii) for grading- II Material | 2,681.25 | Cum | 3,000 ₹80,43,750 | 2,300 ₹61,66,875 Lowest | 3,400 ₹91,16,250 |
| 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/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density (with all lead and lift upto site of work. ) A. By Manual Means (iii) Grading- III (c) Using Screening Type-B (11.2mm Agg.) | 1,340.62 | Cum | 4,300 ₹57,64,687.5 | 4,320 ₹57,91,500 | 3,450 ₹46,25,156.25 Lowest |
| 6.00 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) | 1,340.62 | Cum | 3,500 ₹46,92,187.5 | 4,200 ₹56,30,625 | 3,450 ₹46,25,156.25 Lowest |
| 7.00 | 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.) (ii) With bitumen emulsion-CSS-1 (IS-8887-2004) | 38,687.5 | Sqm | 28 ₹10,83,250 Lowest | 39.6 ₹15,32,025 | 30.51 ₹11,80,355.63 |
| 8.00 | 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.) (I)With Bitumen emulsion CSS-1h (c) Granular surfaces treated with primer | 77,375 | Sqm | 12 ₹9,28,500 | 11.7 ₹9,05,287.5 Lowest | 13.22 ₹10,22,897.5 |
| 9.00 | 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 mixed materials up to 10.0 Km initial lead from mixing plant )( 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) (A) with 60/70 or VG-30 grade bitumen (ii) for Grading-II(19 mm nominal size) | 1,934.38 | Cum | 10,600 ₹2,05,04,428 | 9,925 ₹1,91,98,721.5 | 6,700 ₹1,29,60,346 Lowest |
| 10.00 | 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 mixed materials up to 10.0 Km initial lead from mixing plant )( 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(13 mm nominal size) | 1,160.63 | Cum | 10,850.01 ₹1,25,92,847.11 | 11,000 ₹1,27,66,930 | 7,000 ₹81,24,410 Lowest |
Tender Value
₹8.7 Cr
EMD Value
₹17.5 L
Closing Date
12 Nov 2020, 2:00 pmClosed
C.E. PWD (Border Rds and NEC Works), Assam
O/o the C.E. PWD (Border Rds and NEC Works), Assam, Chandmari, Guwahati, 781003
RIDF-XXVI/Biswanath/01 Construction of 1st Km Pavoi Balichang (Pavoi Panchayat Office) to Koilajuli Road by providing Dense Graded Bituminous Macadam and Bituminous Concrete under RIDF-XXVI of NABARD for the year 2020-21 under PWRD Biswanath Distric
2020_PWD_19033_1
CE/STBR/NAB/ RIDF-XXVI/02/20-21/6
Open Tender
Civil Works
Item Rate
730 days
Biswanath
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered Officer, Assam State Road Board
₹17.5 L
Yes
30 Dec 2020
20 Oct 2020
13 Nov 2020
22 Oct 2020
12 Nov 2020
22 Oct 2020
22 Oct 2020 - 12 Nov 2020
Amount
A) Road Work Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines,grades and cross sections.
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts upto 1.5m,transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300.1 and 300-2 with all lead and lift as per technical specification 301.5 a) from private land
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with all lead and lift as per technical specification 303.1 a) from private land
Construction of granular sub-base by providing well graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per cl. 401 with all lead and lift upto site of work. ( 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/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density (with all lead and lift upto site of work. ) A. By Manual Means (iii) Grading- III (c) Using Screening Type-B (11.2mm Agg.)
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )
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.) (ii) With bitumen emulsion-CSS-1 (IS-8887-2004)
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.) (I)With Bitumen emulsion CSS-1h (c) Granular surfaces treated with primer
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 mixed materials up to 10.0 Km initial lead from mixing plant )( 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) (A) 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 mixed materials up to 10.0 Km initial lead from mixing plant )( 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(13 mm nominal size)
B) Road Furniture Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) ( ii)Ordinary Kilometer stone (Precast)
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (iii)200 m stone (precast)
Direction and place identification sign more than 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. . ( All the Steel work must be Tata/Sail/or any other approved brand)
Road Markers/ Road Stud with lens reflector Providing and fixing of road stud 100x100 mm dia cast in alluminium, resistant to corrosive effect to salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30mm upto a depth of 600mm and bedded in asuitable bituminous grout epoxy mortar, all as per BS:873 (Part 4) 1973
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old Work (Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint confirming to IS: 164 on bituminous surface, including cleaning the surface of all dirts, dusts and other foreign matter, demarcation at site and traffic control.)
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (ii)60cm equilateral traingle
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (iii) 60cm Circular
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (v) 60cm x 45cm rectangular
Planting of trees and their maintenance for three years (Plantingof trees by the road side, Avenue trees) in 0.60m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure,planting the saplings, backfilling the trenches, watering,fixing the tree guatrd and maintaining the plants for three years.
C) Slab Culvert (6.00m Span) = 1 No. 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,backfilling with approved materials. Ordinary soil upto 3m depth.
Providing Concrete for Plain cement concrete / RCC in open foundation complete as per drawing & technical Specification A. With Crushed Stone ( i) PCC Grade- M10 Nominal Mix 1:3:6
Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications
Providing and laying RCC in superstructure as per drawing and technical specificationsClause 800,1205.4 and 1205.5 B. With Natural Gravel (ii) RCC M25 (a) Height upto 5m
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.
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) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
Type B ( First Class ) Bedding Laying ( First Class ) bedding on well compected sand, moorum or approved granular materials as per clause 1105 ( ii)
D) Slab Culvert (3.00m Span) = 1 No. 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,backfilling with approved materials. Ordinary soil upto 3m depth.
Type B ( First Class ) Bedding Laying ( First Class ) bedding on well compected sand, moorum or approved granular materials as per clause 1105 ( ii)
PCC 1:3:6 in Foundation (Plain cement concrete M-10 (1:3:6 nominal mix) in levelling course below open foundation of head walls as per drawing & technical Specification Clause 1190
Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications for abutment and return wall
Providing and laying RCC in superstructure as per drawing and technical specificationsClause 800,1205.4 and 1205.5 B. With Natural Gravel (ii) RCC M25 (a) Height upto 5m For deck slab and parapet wall
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications A. With crushed stone
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.
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in Super-structure complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
Construction of granular sub-base by providing well graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per cl. 401 with all lead and lift upto site of work. ( ii) for grading- II Material
Plastering with cement mortar (1:4 ) 15mm thick on brick work in sub-structure as per Technical specifications
E) Cross Drainage Works: ( 1000mm dia NP3 Single Row HPC = 3 No.) 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,backfilling with approved materials. Ordinary soil Manual Means 3m to 6m depth. Face wall and Bed
Providing Concrete for Plain cement concrete / RCC in open foundation complete as per drawing & technical Specification A. With Crushed Stone ( i) PCC Grade- M20 Nominal Mix 1:2:4 Face wall and Bed embedding
Providing and laying Reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2,and cost of granular bedding but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapet,as per clause 1106. ( 1000mm dia Pipe) Single row
Brick masonry work in cement mortar 1:3 in foundation of head wall complete excluding pointing and plastering, as per drawing and technical specifications
Plastering with cement mortar (1:4 ) 15mm thick on brick work in sub-structure as per Technical specifications
Providing and laying of dry rubble flooring complete as per Technical specifications clause 1303.3
Backfilling behind abutment,wing wall and return wall complete as per Technical specifications (ii) Sandy Material
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) (II)By Mechanical means (A) Cement Concrete
F) Cross Drainage Works: (600mm dia NP3 Single Row HPC = 3 No.) 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,backfilling with approved materials. Ordinary soil Manual Means Upto 3m depth. Face wall and Bed
Providing Concrete for Plain cement concrete / RCC in open foundation complete as per drawing & technical Specification A. With Crushed Stone ( i) PCC Grade- M20 Nominal Mix 1:2:4 Face wall and Bed embedding
Providing and laying Reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2,and cost of granular bedding but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapet,as per clause 1106. ( 1000mm dia Pipe) Single row
Brick masonry work in cement mortar 1:3 in foundation of head wall complete excluding pointing and plastering, as per drawing and technical specifications
Plastering with cement mortar (1:4 ) 15mm thick on brick work in sub-structure as per Technical specifications
Backfilling behind abutment,wing wall and return wall complete as per Technical specifications (ii) Sandy Material
Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) (II)By Mechanical means (A) Cement Concrete
M/S AGH CONSTRUCTIONS
SAILAJA COMMERCIAL CONSTRUCTION PVT LTD
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