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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 CrAdmitted-Finance | ₹6.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.4 Cr+₹30.6 L (5.01%)Admitted-Finance JAYANAGAR GUWAHATI PO BELTOLA DIST KAMRUP METRO PIN 781028 | KAMRUP METRO | ASSAM | 781028 | ₹6.4 Cr+₹30.6 L (5.01%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ANIL DAS L1 | Sailaja Commercial Construction pvt ltd L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land .(Clearing and grubbing road
land including uprooting rank vegetation, grass, bushes, shrubs,
saplings and trees girth up to 300 mm, removal of stumps of trees
cut earlier and disposal of unserviceable materials and stacking of
serviceable materials to beused or auctioned up to lead of
1000metres including removal and disposal of top organic soil not
exceeding 150mm thickness. By manual means, A.In area of light Jungle | 0.49 | Hect | - | - |
| 2.00 | 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 | 378 | Cum | - | - |
| 3.00 | Removing all type of hume pipes and stacking within a lead of
1000 metres including earthwork and dismantling of masonry
works. | 22 | Metre | - | - |
| 4.00 | EmbankmentConstructionwith Material Obtained from Borrow Pits (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.) | 10,391.84 | Cum | - | - |
| 5.00 | 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 ( Including cost of testing of materials at site and
laboratory as directed by the deptt.) | 3,400 | Cum | - | - |
| 6.00 | Plant Mix Method (Construction of granular sub-base by providing
close 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,completeas per
cl. 401( with an initial lead of 5 Km.)( Including cost of testing of
materials at site and laboratory as directed by the deptt.) | 1,891.08 | Cum | - | - |
| 7.00 | 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 up to initial lead of 5.0 km from quarry and
carriage of mixed materials up to 10.0 Km initial lead from mixing
plant ) | 2,206.26 | Cum | - | - |
| 8.00 | 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 specified quantity using
mechanical means.)( Including cost of testing of materials at site
and laboratory as directed by the deptt.). B. Primer @ 1.00 Kg per sqm | 9,805.6 | Sqm | - | - |
| 9.00 | 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.) | 19,611.2 | Sqm | - | - |
| 10.00 | Dense Graded BituminousMacadam (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, premixedwith 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 up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratoryas directed by the deptt.) | 735.42 | Cum | - | - |
Tender Value
₹6.1 Cr
EMD Value
₹12.2 L
Closing Date
17 Jan 2020, 12:00 pmClosed
Superintending Engineer, PWD (R), ARIASP Circle
Bamunimaidam, Guwahati
Improvement and widening of Road and Drain Bangra to Rani (Length 1.40Km) under SOPD(G) for the year 2019-20.
2020_PWD_15817_1
CS/WGTRD/SOPD(G)/2019-20/322
Open Tender
Civil Works
Works
730 days
Kamrup
Please refer Tender documents.
6 documents required · 6 mandatory
₹18,351
Yes
Empowered officer, Assam State Road Board
₹12.2 L
Yes
22 Jan 2020
10 Jan 2020
18 Jan 2020
10 Jan 2020
17 Jan 2020
10 Jan 2020
10 Jan 2020 - 17 Jan 2020
Amount
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. By manual means, A.In area of light Jungle
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
Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works.
EmbankmentConstructionwith Material Obtained from Borrow Pits (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 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 ( Including cost of testing of materials at site and laboratory as directed by the deptt.)
Plant Mix Method (Construction of granular sub-base by providing close 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,completeas per cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.)
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 up to initial lead of 5.0 km from quarry and 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 specified quantity using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.). B. Primer @ 1.00 Kg per sqm
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 BituminousMacadam (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, premixedwith 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 up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratoryas directed by the deptt.)
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,vibratoryand tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. ( including carriage up to initial lead of 5.0 km from quarry and 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.)
RCC Guard Post : Supplying,fitting and fixing RCC guard post size 15 cm dia,150cm long,75cm above the ground and 75cm below the ground, with 4- 12mm Tor steel main steel and 6mm MS stirrups at 30cm c/c tied in position with annealed black wire, cement concrete proportin 1:2:4 with broken stone aggregate up to 20mm size including centering,mouldingthe top.curing,paintedblack and white alternately in 23cm strips upto 0.75m from the top having reflective band 2 nos. of desired shade etc. as per design and direction complete.
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 surfac using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachablebattery, m6 LEDsthree on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician).
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.)
Providing and erecting of Retro-Reflectrorised cautionary, mandator & 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). 90cm equilateral triangle
60cm circular
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).Ordinary Kilometer stone (Precast)
Single Cell RCC Box culvert :: 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.
Plain cement concrete 1:3:6 nominalmix in foundation 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 open foundation complete as per drawing and technical specification including steel shuttering formwork. PCC Grade M15
Curtain wall complete as per drawing and Technical specification. Cement concrete Grade M15
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. PCC Grade M20
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. RCC Grade M20
Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. PCC Grade M20
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. RCC Grade M20
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 bar reinforcement in substructure complete as per drawing and technical specifications. With TATA Make TMT rebar
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Dry rubble Flooring, Construcytion of dry rubbl flooring at cross drainage works for relatively less important works
Flexible Apron :Construction of flexible apron 1 m thick comprising o loose stone boulders weighing not less than 40 kg beyond curtain wall.
Drainage Spouts complete as per drawing and Technical specification
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. With TATA make TMT grade rebar
Toe Wall: 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
Providing concrete for Plain/Reinforced Cement Conxcrete in open foundation complete as per drawing and Technical Specification Clause 802, 803, 1202 & 1203.A. With Crushed stone, PCC grade M10
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification. Clauses 702, 704, 1202 & 1203.
RCC Approach Slabv Culvert : 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.
Construcytion of dry rubbl flooring at cross drainage works for relatively less important works
Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications with other make ISI marked TMT rebar
Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. RCC Grade M25
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 sp
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. (B) Sandy materials
Open Drain :: 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
Construcytion of dry rubbl flooring at cross drainage works for relatively less important works.
Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
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 sp
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. (B) Sandy materials
Approach Slab over Drain :: Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications. With other make ISI marked TMT rebar
Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (E) RCC Grade M20
Sailaja Commercial Construction pvt ltd
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