Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Eprocure
Opening Date25 Jan 2021
Closing Date15 Feb 2021
Tender AmountRefer Documents
Costs
EMD
₹ 1,41,19,200Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Improvement Of Kheroni Hawaipur Lamsakhang (khl) Road From Ch. 0.00 M To Ch. 18900.00 M Under Ridf-xxvi Of Nabard For The Year Of 2020-21.
Description
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Contact
Tender Id
2021_PWD_20363_1Bid Award Id
ViewTender No
CE/BR/20/2020/68Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. (C)Above 900 mm
127.5
-
463.7
... More
Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking serviceable materials and unserviceable materials separately.)
450
-
201.7
... More
Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201
A,(1)Girth above 300 mm to 600 mm
150
-
254.49
... More
Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201
A,(1)Girth above 600 mm to 900 mm
80
-
441.2
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Dressing & profiling the existing WBM/Granular surface layer of the road from edge to edge of the existing carriage way, filling low spots and ravelled stretches by providing additional materials of same type as that of the existing top surface layer, cambering, watering, rolling with 8-10 tonne roller to obtain specified compaction, etc to obtain a uniform formation surface with cross fall from the road centre line to the outer edges of the existing embankment. Works to be carried out in accordance with MORT&H specifivation section 300 and as directed by the deptt. (rate considered as per SOR for road bridge and culvert works for all divisions inder PWD Assam 2009-10, at sections where the top level of the subgrade of the existing road surface is not proposed to be raised by more than 100mm
14483.74
-
115.61
... More
Embankment Construction with 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.) (a) from private land
134584.34
-
530.75
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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) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.
64081.31
-
616.86
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Excavation in Soil by Manual Means. (a)(Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.)
42723
-
233.7
... More
Compacting Original Ground Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
41250
-
92.25
... More
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, 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
(ii)for grading- II Material
26012.05
-
3554.1
... More
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 an initial lead of 5.0 km. ) (ii)Grading- II (c) Using Screening Type-B (11.2mm Agg.)
9117.77
-
5181.99
... More
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 an initial lead of 5.0 km. )
(C)Grading- III (B)Using Screening Type-B (11.2mm Agg.)
9117.77
-
5349.27
... More
PRIME COAT Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
134415
-
59.04
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TACK COAT '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 (b) dry & hungry bituminous surface
268830
-
15.99
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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 (I)'with 60/70 or VG-30 grade bitumen (b)for GradingII(19 mm nominal size)
6396.54
-
12172.08
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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 per cent of mix and filler, transporting the hot mix to work site,Laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. 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.)
(B) With rockdust as filler (refer table 500-9 of MoSRT&H specificatio(a) With 60/70 or VG-30 grade bitumen(ii) For Grading -II(13 mm Nominal Size)
5493.08
-
13638.86
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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
12110
-
990.77
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Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504.
45.68
-
11702.46
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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 60cm equilateral traingle
62
-
4983.96
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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 60cm circular
35
-
6564.5
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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 80cmm x 60 cm rectangular
10
-
9204
... More
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 90cm high octagon
15
-
11703.45
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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.
7560
-
306.27
... More
Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mm x 125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three 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).
a) Bi-directional Stud-
800
-
3934.77
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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
5670
-
1077.48
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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) (i) 5th kilometre stone (precast)
5
-
5130.33
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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)
21
-
3188.15
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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) (iv)'200th meter stone (Precast) as per IRC:26-1967
100
-
846.25
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Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed
(a)30 cm dia. RCC guard post with reinforcement of 6nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
940
-
2714.61
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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.
800
-
1022.13
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Solar Street Lighting : Supplying including installation and commissioning automatic on/off operation street lighting system with 350 Wp (175 wpx2) solar module rating and energy efficient high power led lamps of 80 watts with luminous flux greater than 8000 Lummens and Lumen efficiency of 100 - 120 Luminarie - Luminaire with transparency lic cover , housing and high efficiency LED lamps and fitted with gasket and assessories for weather and insect proof operation Battery : 12 V 150 ah-02 nos sealed low/ negligible maintenance batteries designed for repeated cycle operation and shall be enclosed in a cabin that has pilfer proof lock & key arrangement. Pitch Circle dia 250 mm bolt length 750 mm , projected bolt length 125 mm . Pole foundation shall be pit of 75x75x200 cm in all type of soil or rocks and filling the pit with 1:2:4 cc and muffing of the pole up to 400 mm above the ground level.
20
-
135607.5
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Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50m ( Average lead 25m )
5700
-
99.63
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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 1.ordinary soil (i)upto 3 m depth
5850
-
147.6
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Providing brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete. (a) Bricks on flat soling,
4500
-
889.55
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
900
-
6942.12
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (E) RCC Grade M20 (a)Height upto 5m Using concrete Mixer
2910
-
9233.61
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Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (b)TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
384.9
-
89766.63
... More
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
12000
-
174.66
... More
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
9000
-
244.77
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C.C.OPEN SURFACE DRAIN Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. PCC Grade M20.
Height up to 5m.
1833
-
8966.7
... More
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
143
-
6942.12
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PROVIDING, FITTING AND FIXING Ornamantal Grill 2000 mm x 750 mm AT FOOTPATH EDGE as per approve drawings complete as specified and directed by the Department.
3000
-
6228.4
... More
Providing fitting and Fixing in position Antiskid Paver Tiles of approved quality of 340 mm x 340mm size , shape not less than 25 mm thick on footpath in proper level and grade over a cement mortar bed 15 mm thick of 1:3 (1 cement: 3 coarse sand) approved make fix with Fix-A-Tile (Choksey/Sika/Pedelite/ Rouf)/ white cement complete at all level as specified and directed.
3770
-
1436.64
... More
1OOO MM DIA HP CULVERT 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. In Ordinary soil (i)upto 3 m depth
1005.33
-
147.6
... More
'PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
62.33
-
6942.12
... More
Bedding for pipe 'Laying (First Class) bedding on well compacted sand, moorum as per Clause 1105 (ii). Type B (First Class) Bedding
130.41
-
6942.12
... More
'Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N)Without plasticiser (B) PCC Grade M20
611.11
-
8966.7
... More
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
812.11
-
174.66
... More
RCC Pipe NP 4 heavy duty non presure pipe 1000 mm dia
230
-
10552.17
... More
Labour for laying Reinforced cement concrete pipe NP4/NP3/prestressed concrete pipe for culverts on first class bedding of granular material /cc M-15 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,cost of pipe and cost of CC bedding.(I) With 1st class bedding of granular material
230
-
575.65
... More
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification Boulder laid dry without wire crates.
225.86
-
2360.37
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
50.6
-
2544.87
... More
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder
100.97
-
2360.37
... More
BOX CULVERT 2.00X2.00 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.
(A) Manual Means In Ordinary soil (i)upto 3 m depth
515.25
-
147.6
... More
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,complete as per cl. 401( Including cost of testing of materials at site and laboratory as directed by the deptt.)
42.75
-
2513.31
... More
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
63.57
-
6942.12
... More
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork
RCC Grade
M20 Height upto 5m
Using concrete Mixer
200.83
-
9233.61
... More
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specificationsTMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
11.37
-
96585.75
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Sandy material
124.5
-
1746.6
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
7.32
-
17907.55
... More
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
Boulder laid dry without wire crates.
162.9
-
2360.37
... More
Embankment Construction with 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.) (a) from private land
2400
-
292.74
... More
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, 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
112.5
-
2513.33
... More
Labour for laying Reinforced cement concrete pipe NP4/NP3/prestressed concrete pipe for culverts on first class bedding of granular material /cc M-15 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,cost of pipe and cost of CC bedding.
(I) With 1st class bedding of granular material 1000 mm dia
37.5
-
575.64
... More
BOX CULVERT 3.00X3.00 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.
(A) Manual Means In Ordinary soil (i)upto 3 m depth
590.81
-
147.6
... More
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,complete as per cl. 401( Including cost of testing of materials at site and laboratory as directed by the deptt.)
39.42
-
2513.31
... More
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
52.46
-
6942.12
... More
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork
RCC Grade Well steining
M20 Height upto 5m
Using concrete Mixer
192.16
-
9233.61
... More
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specificationsTMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
10.4
-
96585.75
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Sandy material
178.2
-
1746.6
... More
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, 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.
71.04
-
2843.76
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
6.48
-
17907.58
... More
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
Boulder laid dry without wire crates.
127.12
-
2360.37
... More
Embankment Construction with 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.) (a) from private land
1440
-
292.74
... More
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, 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
67.5
-
2513.31
... More
Labour for laying Reinforced cement concrete pipe NP4/NP3/prestressed concrete pipe for culverts on first class bedding of granular material /cc M-15 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,cost of pipe and cost of CC bedding.
(I) With 1st class bedding of granular material 1000 mm dia
22.5
-
575.64
... More
SLAB CULVERT 6.00M SPAN 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.
(A) Manual Means In Ordinary soil (i)upto 3 m depth
265.25
-
147.6
... More
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
25.23
-
6942.12
... More
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork
396.35
-
8119.23
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.
RCC Grade M20 For solid slab super-structure Height upto 5m
31.04
-
9987.6
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
3.37
-
17907.57
... More
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.
16
-
244.77
... More
Drainage Spouts complete as per drawing and Technical specification
2
-
10905.18
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification
32.86
-
2332.08
... More
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specificationsTMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
4.92
-
89766.63
... More
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, 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.
21.6
-
2843.76
... More
Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.)
75.6
-
3642.03
... More
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
43.2
-
2360.37
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
21.6
-
2544.87
... More
SLAB CULVERT 10.00M SPAN 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.
(A) Manual Means In Ordinary soil (i)upto 3 m depth
323.23
-
147.6
... More
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
25.54
-
6942.12
... More
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork
511.78
-
8119.23
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.
RCC Grade M20 For solid slab super-structure Height upto 5m
71.36
-
9987.6
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
5.45
-
17907.57
... More
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.
16
-
244.77
... More
Drainage Spouts complete as per drawing and Technical specification
4
-
10905.18
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification
32.86
-
2332.08
... More
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specificationsTMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
11.72
-
89766.63
... More
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, 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.
31
-
2843.76
... More
Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.)
75.6
-
3642.03
... More
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
43.2
-
2360.37
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
21.6
-
2544.87
... More
RCC BR. NO. 13/1 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.
Ordinary soil
A. Manual means
(I) Without dewatering
202.4
-
147.6
... More
'Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm)
320
-
14094.57
... More
Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a). Initial and Routine load test.
100
-
405.9
... More
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. (B)RCC Grade M25 (i)Using concrete mixer.
113.52
-
9361.53
... More
Levelling course for Pile cap
7.83
-
7220.1
... More
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications .
TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
16.27
-
89601.81
... More
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork RCC Grade M25 Using concrete Mixer
185.22
-
9953.16
... More
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)
9.97
-
89766.63
... More
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.
40
-
244.77
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
110.17
-
1746.6
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
50727
-
6.31
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.
37.79
-
2332.08
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.
43.55
-
11252.04
... More
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specificationsTMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
6.79
-
91385.31
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
7.35
-
17907.57
... More
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, 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.
41.34
-
2843.76
... More
Drainage Spouts complete as per drawing and Technical specification
8
-
10905.18
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation)
15
-
34146.03
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (b)TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
19.07
-
16201.56
... More
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
5.65
-
7381.23
... More
Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department.
15
-
15632.07
... More
Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.)
255.81
-
3642.03
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
74.64
-
2544.87
... More
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
334.69
-
2360.37
... More
Embankment Construction with 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.) (a) from private land
279.34
-
292.74
... More
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, 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
15
-
3554.1
... More
Labour for laying Reinforced cement concrete pipe NP4/NP3/prestressed concrete pipe for culverts on first class bedding of granular material /cc M-15 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,cost of pipe and cost of CC bedding.
(I) With 1st class bedding of granular material 1000 mm dia
7.5
-
575.64
... More
RCC BR. NO. 10/3 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.
Ordinary soil
A. Manual means
(I) Without dewatering (i) upto 3 m depth
298.47
-
147.6
... More
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.
Ordinary soil
A. Manual means
(I) Without dewatering (i) upto 6 m depth
127.92
-
194.34
... More
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm)
328
-
14094.57
... More
Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a). Initial and Routine load test.
187.5
-
405.9
... More
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification.
(i) RCC Grade M25 (i) Using concrete mixer.
113.52
-
9361.53
... More
Levelling course for Pile cap
6.84
-
7220.1
... More
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
49.59
-
89601.81
... More
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (a)RCC Grade M25 Height upto 5m Using concrete Mixer
228.31
-
9953.16
... More
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)
12.29
-
89766.63
... More
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.
60
-
244.77
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
106920
-
6.31
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
200.37
-
1746.6
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.
68.7
-
2332.08
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.
RCC Grade M25 Using Concrete Mixer Height 5m to 10m
114.5
-
11252.04
... More
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications (b) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
17.59
-
91385.31
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
14.26
-
17907.57
... More
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, 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.
66.2
-
2843.76
... More
Drainage Spouts complete as per drawing and Technical specification
12
-
10905.18
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).
15
-
34146.03
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (b)TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
16.28
-
16201.56
... More
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
5.58
-
7381.23
... More
Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department.
50
-
15632.44
... More
Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.)
638.59
-
3642.03
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
289.83
-
2544.87
... More
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
1157.85
-
2360.37
... More
Carrying out Sub Soil investigation (SSI) for all type of soil (except boring in rock) upto depthof 30 m or refusal (N=100) for each foundation location as per IRC 78-2014 and submission of SSI report to the Engineer in charge for approval . Preparation & submission of GAD, Design calculation & Drawings of foundation , sub structure,Super structure of Bridge as relevant IRC Codes and SSI Report , 2( two) copies of each Drawing to be submitted for approval and 8 ( eight )copies after approval of competent authority.
2
-
60000
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