Public Works Roads Department Tender

BidAssist is a very user-friendly website which helps in finding the specific Assam e-tender that one is looking for. For getting any information or detail about any e-tender the Assam government must have posted, BidAssist is designed in such a manner so as to provide information on all government tenders in one place without any inconvenience.

Public Works Roads Department - PWRD Tender

Works

Civil And Construction

Road Construction

Eprocure

Jorhat, Assam

Opening Date1 Nov 2024

Closing Date30 Nov 2024

Tender Amount₹ 74,76,00,000

Notes

Download

Costs

EMD
₹ 1,50,00,000
Document Cost
₹ 30,000
Tender Fee
Refer Documents

Summary

Improvement And Upgradation Of Dhodor Ali Khanikor To Hulang Katoni Ch 20 To 40km Under Asrip

Description

Unlock the Tender details for free

Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user

Contact

Tender Id
2024_PWD_40158_2
Tender No
CE/ASRIP/78/2024/5
Tender Authority
Public Works Roads Department View
Purchaser Address
-
Website
http://https://pwdroads.assam.gov.in/

Unlock the Tender details for free

GEM & Bid Advisory Services

Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost

Request Call Back

Documents

Download All

Tender Notice-1845.5 kBTendernotice_1.pdf

SPN

BOQ-1368.6 kBBOQ_65230.xls

BOQ

Document-1039.4 MBDrawings3.pdf

Document-938.2 MBDrawings1.pdf

Document-821.3 MBDrawings2.pdf

7 More

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lead and lifts and earth/sand filling in the depression/pit created as per Technical Specification Clause No. 201) d) Girth above 1800 mm

Quantity4

Rate-

Amount -

Removal of stumps of trees left behind after cutting of trees by other agency with all lifts and lead and earth filling in the depression / pit as per Technical Specification Clause No. 201 Girth from 300 mm to 600 mm

Quantity3507

Rate-

Amount -

Quantity591

Rate-

Amount -

Removal of stumps of trees left behind after cutting of trees by other agency with all lifts and lead and earth filling in the depression/ pit as per Technical Specification Clause No. 201 Girth from 900 mm to 1800 mm

Quantity219

Rate-

Amount -

Removal of stumps of trees left behind after cutting of trees by other agency with all lifts and lead and earth filling in the depression/ pit as per Technical Specification Clause No. 201 Girth above 1800 mm

Quantity112

Rate-

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 roots of trees cut earlier and disposal of unserviceable materials, stacking of serviceable material to be used as directed by Engineer as per Technical specification Clause No. 201)

Quantity39.18

Rate-

Amount -

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials to shown location, stacking serviceable and unserviceable materials separately, By mechanical means as per Technical specification Clause No. 202.) Bituminous courses

Quantity5918.04

Rate-

Amount -

Dismantling of Flexible Pavements (Dismantling of flexible pavements and taking dismantled materials to construction camp, stacking serviceable and unserviceable materials separately for re-use as per additional Technical specification A-3, By mechanical means.as per drawing and Technical Specification) Granular courses

Quantity2915.7

Rate-

Amount -

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 as per Technical specification Clause No. 202 Cement Concrete (PCC and RCC) (M-15 & M-20 and above)

Quantity767.93

Rate-

Amount -

Dismantling of Structures (Dismantling Brick / Tile work / Stone Masonry in cement mortar including Pools and plants (T&P) and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lift and lead.)

Quantity24.48

Rate-

Amount -

Removing all type of Hume pipe culverts above 600 to 900mm diametre including masonry works and stacking pipes at location shown by Engineer as per Technical Specification Clause No. 202

Quantity12.5

Rate-

Amount -

Removing all type of Hume pipe culverts above 900mm diametre including masonry works and stacking pipes at location shown by Engineer as per Technical Specification Clause No. 202

Quantity37.5

Rate-

Amount -

Excavation in Soil using Hydraulic Excavator Tippers with disposal all lead and lifts. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, loading disposal of excavated earth with in all lifts and leads or for reuse if suitable for embankment/subgrade at other location). As per Technical Specification Clause No.301.3

Quantity54954.12

Rate-

Amount -

Excavation in Marshy Soil (Excavation for roadway in marshy soil with hydraulic excavator including cutting and loading in tippers and disposal with in all lifts and lead, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, As per Technical Specification Clause No. 301.3)

Quantity555.09

Rate-

Amount -

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 requirements of Technical Specification Clause No. 305

Quantity78579.38

Rate-

Amount -

Construction of Embankment with materials deposited from roadway cutting (Construction of embankment with approved Material Deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 and as per Technical Specification Clause No. 305).

Quantity60290.72

Rate-

Amount -

Compacting original ground supporting sub-grade (Loosening and Recompacting of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction. As per Technical Specification Clause No. 305)

Quantity4017.5

Rate-

Amount -

Construction of Subgrade/Median/Earthen Shoulders (Construction of sub-grade, Median 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 No. 300-2 and Technical specification Clause No. 305 and 408)

Quantity121116.03

Rate-

Amount -

Construction of Island with Soil Taken from Borrow Areas (Median Filling 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 No. 300-2 and Technical specification Clause No. 305 and Clause No. 408)

Quantity1429.45

Rate-

Amount -

Provision of Median kerb on road, constructed with with top and bottom width 100mm and 200 mm respectively, 850 mm high with M - 20 grade concrete, installed as per approved drawings and Technical Specification Clause No. 409 and at locations as directed by the Engineer.

Quantity1755

Rate-

Amount -

Granular Sub-Base with Coarse Graded Material (Table: - 400- 1), (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 Technical Specification Clause No. 401) For Grading V Material

Quantity57096.68

Rate-

Amount -

Granular Sub-Base by reuse of excavated Coarse Graded Material from existing road (Table:- 400- 1) (Construction of granular sub-base by reuse of excavated non bituminous base and sub base roadway material from existing road , taking to plant area ,crushing to size and mixing suitable materials required to bring it to desired grading latter 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 Clause No. 401 and Table 400-2 of Technical Specification) For Grading V Material

Quantity2040.99

Rate-

Amount -

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate as per Technical 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.as per Technical Specification Clause No.406)

Quantity57122.53

Rate-

Amount -

Prime Coat Providing and applying primer coat as per Technical Specification Clause No. 502 with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per spreading rate approved by Engineer.

Quantity222376.48

Rate-

Amount -

Tack Coat Providing and applying tack coat with bitumen emulsion as per Technical Specification Clause No. 503 by using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom at rate of spread approved by Engineer.

Quantity222376.48

Rate-

Amount -

Dense Bituminous Macadam Providing and laying dense bituminous macadam Grading II (19mm nominal aggregate size) using VG 30 grade bitumen with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using materials as per mix design, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade and alignment, compacting to achieve the desired compaction and complete in all respects as per Technical specification Clause No. 505.

Quantity13342.58

Rate-

Amount -

Bituminous Concrete Providing and laying bituminous concrete Grading I (13mm nominal aggregate size) using PMB 70 grade bitumen with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using materials as per mix design, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, compacting to achieve the desired compaction and complete in all respects as per Technical specification Clause No. 501.2 .1 & Clause No. 507

Quantity8895.05

Rate-

Amount -

Drain Excavation in Soil for Structures using Hydraulic Excavator Tippers with disposal all lead and lifts. (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 the excavated earth to the extent required and utilising theremaining earth locally for road work as per Clause No. 304 of Technical Specification)

Quantity1776.6

Rate-

Amount -

Drain Plain cement Concrete in open foundation complete as per drawing & Technical Specification Clause No. 1704.3 PCC grade M15

Quantity159.8

Rate-

Amount -

Drain Reinforced cement Concrete in open foundation complete as per drawing & Technical Specification RCC grade M25 With Batching Plant, Transit Mixer and Concrete Pump

Quantity747.3

Rate-

Amount -

Drain Reinforcement in Drain: (Supplying, placing and fixing TMT High Strength Deformed Steel Bars conforming to IS:1786 Fe 500D Grade in drain complete as per drawing and Technical Specification Section 1600)

Quantity81.78

Rate-

Amount -

Drain Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards draining face. Complete as per drawing and Technical specification Clause No. 2706

Quantity940

Rate-

Amount -

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide Clause No. 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Technical specification Clause No. 801.3 90 cm equilateral triangle

Quantity124

Rate-

Amount -

Quantity10

Rate-

Amount -

Quantity12

Rate-

Amount -

Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectrorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide Clause No. 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Technical specification Clause No. . 801.3 90 cm high octagon

Quantity42

Rate-

Amount -

Retro-Reflectorised Traffic Signs Supplying and installation of Retro Reflectorized Indicators, 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorized panels at the top, buried or pressed into the ground and conforming toIRC-79, all complete as per Technical Specification and as directed by the Engineer-in-charge. One way hazard marker

Quantity7

Rate-

Amount -

Retro-Reflectorised Traffic Signs Supplying and installation of Retro Reflectorized Indicators, 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorized panels at the top, buried or pressed into the ground and conforming to IRC-79, all complete as per Technical Specification and as directed by the Engineer-in-charge. Object hazard marker

Quantity144

Rate-

Amount -

Retro-Reflectorised Traffic Signs Supplying and installation of Retro Reflectorized Indicators, 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorized panels at the top, buried or pressed into the ground and conforming to IRC-79, all complete as per Technical Specification and as directed by the Engineer-in-charge. Road way delineator

Quantity19

Rate-

Amount -

Retro-Reflectorised Traffic Signs Supplying and installation of Retro Reflectorized Indicators, 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorized panels at the top, buried or pressed into the ground and conforming to IRC-79, all complete as per Technical Specification and as directed by the Engineer-in-charge. Chevron 600 x 450 mm

Quantity96

Rate-

Amount -

Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro- reflectrorised sign as per IRC:67 made of high intensity grade sheeting vide Clause No. No. 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Technical specification Clause No. 801.3

Quantity7.2

Rate-

Amount -

Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro- reflectrorised sign as per IRC :67 made of high intensity grade sheeting vide Clause No. 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause No. 801.3

Quantity12

Rate-

Amount -

Kilometre Stone: Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc.as per technical specification IRC: 8 Type Designs of Highway Kilometre Stone (Second revision) 5th kilometre stone (Precast)

Quantity8

Rate-

Amount -

Quantity24

Rate-

Amount -

Kilometre Stone: Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc.as per technical specification IRC: 8 Type Designs of Highway Kilometre Stone (Second revision) Hectometre stone (Precast)

Quantity68

Rate-

Amount -

Metal Beam Crash Barrier 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, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS : 1367 and IS : 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x5 mm, 546 mm long complete as per Technical specification Clause No. 811.3 complete job as per approved drawings.

Quantity800

Rate-

Amount -

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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 as per Technical specification Clause No. 803.4

Quantity9636

Rate-

Amount -

Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting as per Clause No. 807

Quantity202

Rate-

Amount -

Pedestrian Guard Rail: Tubular Steel Railing on Medium Weight steel channel (ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings and Technical Specification Clause No. 809)

Quantity3214.2

Rate-

Amount -

Road Stud with Lense Reflector Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) and Technical specification Clause No. 804.

Quantity4637

Rate-

Amount -

Supply, Installation, Testing and Commissioning of Made in India Semi Integrated Stand-Alone 65W Solar LED (W-LED) Street Lighting System proposed at Major & Minor Junction Location, Bus Bay & Bus Shelter Location and Major Bridge as per Drawing and Technical Specification of Solar Street Light (65W) LED BASED. The system efficacy of the 65W solar street light should be 160 lm/W (Lumen output ≥ 10400 lumens at @maximum power). The lighting system must be with MPPT Solar Charge Controller, 165 Wp Solar PV module, 12.8 V, 84Ah Li-Fe-Po4 battery with inbuilt BMS technology and automatic dusk to dawn operation with dimming including all necessary control electronics-inter connecting wires / cables and all mechanical hardware to be mounted on a 7m long hot dip galvanized Octagonal/Conical Pole made of HT Steel Grade. Pole base plate is 250x250x16mm, top & bottom dia are 70 & 158mm respectively, plate thickness 3mm along with 4 numbers of 750mm foundation bolt as per EN-8 Grade. Pole to be installed on a RCC foundation of M-20 Grade concrete.

Quantity22

Rate-

Amount -

Painting two coats after filling the surface with synthetic enamel paint in all shades on new concrete surfaces as per ATS-2

Quantity1578

Rate-

Amount -

Construction of R.C.C Bus shelter at Village Portion as per drawing and Technical Specification Clause No.12.6 of IRC SP 73:2018 "Manual of Specifications and Standards for Two Laning of Highways with Paved Shoulder (Second Revision)

Quantity12

Rate-

Amount -

Supply and Installation of 300 mm Solar Blinker. LED - 216 Solar Panel 30 Watt Battery - 12 AH Fitting, Fixing and all complete Job.

Quantity4

Rate-

Amount -

Box Culvert Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification Clause No. 304, 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. (All depth)

Quantity10099.54

Rate-

Amount -

Box Culvert Plain/Reinforced cement concrete, in foundation complete as per drawing and technical specification including steel shuttering formwork and Technical specification Section 2100 RCC Grade M30 Using Batching Plant, Transit Mixer and Concrete Pump

Quantity818.44

Rate-

Amount -

Box Culvert Reinforced cement concrete, in sub structure complete as per drawing and technical specification Section.2200 and steel shuttering formwork RCC Grade M30 Using Batching Plant, Transit Mixer and Concrete Pump

Quantity663.6

Rate-

Amount -

Box Culvert Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure as per drawing and Technical Specification’ Section 2300 including steel shuttering formwork. RCC Grade M30 Using Batching Plant, Transit Mixer and Concrete Pump

Quantity331.69

Rate-

Amount -

Box Culvert Reinforcement in Foundation (Supplying, placing and fixing TMT High Strength Deformed Steel Bars conforming to IS:1786 Fe 500D Grade in foundation complete as per drawing and Technical Specification Section 1600)

Quantity48.38

Rate-

Amount -

Box Culvert Reinforcement in Sub Structure (Supplying, placing and fixing TMT High Strength Deformed Steel Bars conforming to IS:1786 Fe 500D Grade in Substructure complete as per drawing and Technical Specification Section 1600)

Quantity78.54

Rate-

Amount -

Box Culvert Reinforcement in Super Structure (Supplying, placing and fixing TMT High Strength Deformed steel bars conforming to IS:1786 Fe 500D Grade in Super- structure complete as per drawing and technical specification Section 1600)

Quantity30.94

Rate-

Amount -

Box Culvert Plain cement concrete, in foundation complete as per drawing and Technical specification section 2100 including steel shuttering formwork. PCC Grade M15

Quantity451.07

Rate-

Amount -

Box Culvert Providing and laying of Geo composite material as a Filter media as per Technical Specification Section 700, material must satisfy the following property :- 1. Mass per unit area gm/m -710 minimum . 2. CBR Puncture Resistance (N)- 3000 minimum. 3. Tensile strength (Kn/m) -16 minimum. 4.Hydraulic gradient i = 1 at 100 kPa pressure 5. Hydraulic gradient i = 1 at 200 kPa pressure. Drainage core :- Sets of parallel ribs overlaid and integrally connected having rhomboidal mesh opening. Raw material - High density polyethylene stabilised by Carbon black , black carbon with three core.

Quantity2886.91

Rate-

Amount -

Box Culvert Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards draining face. Complete as per drawing and Technical specification Clause No. 2706

Quantity1115

Rate-

Amount -

Box Culvert Sand Filling in foundation trenches as per drawing & MoRT&H technical specification Clause No. 304.

Quantity1365.13

Rate-

Amount -

Box Culvert Plain cement concrete, in foundation complete as per drawing and Technical specification 2507 including steel shuttering formwork. Curtain wall/flexible Apron PCC Grade M20

Quantity1088.46

Rate-

Amount -

Box Culvert Providing and laying Stone/Boulder 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 Section 2500

Quantity1960.99

Rate-

Amount -

Box Culvert Provision of reinforced cement concrete crash barrier (New Jersey Type) on structure, constructed with M - 40 grade concrete and with High Strength Deformed Steel bars reinforcement Fe 500D grade conforming to IRC:112, including 50mm dia railing with fixtures and installed as per approved drawings and at locations as directed by the Engineer. As per Technical specification Clause No. 2703.3 and Clause No. 811.2 & Clause No. 109.6. of IRC: 5 Standard Specifications and Code of Practice for Road Bridges Section- I General Features of Design

Quantity166.44

Rate-

Amount -

Box Culvert Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in Table 500-39 of Technical Specification ( binder having penetration as (15+/- 5) at 250C), prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti-skid surface with bitumen pre coated fine grained hard stone ships of 13.2mm nominal size at the rate of .005 cum per 10 sqm. and at an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces more than 100C, protruding 1mm to 4mm over mastic surface, all complete as per Technical specification Clause No. 516 of technical Specification.

Quantity688.56

Rate-

Amount -

Box Culvert Bituminous Concrete Providing and laying bituminous concrete Grading I (13mm nominal aggregate size) using PMB 70 grade bitumen with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using materials as per mix design, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, compacting to achieve the desired compaction and complete in all respects as per Technical specification Clause No. 501.2 .1 and Clause No. 507

Quantity27.58

Rate-

Amount -

Box Culvert Tack Coat Providing and applying tack coat with bitumen emulsion as per Technical Specification Clause No. 503 by using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom at rate of spread approved by Engineer.

Quantity688.56

Rate-

Amount -

Environment Management Cost Ambient air quality monitoring along the project road for particulate matter (PM2.5 and PM10), sulphur dioxide (SO2), oxides of nitrogen (NOX); and carbon monoxides (CO) using standard analysis technique in accordance with the National Ambient Air Quality Standards formulated by MoEF&CC and the World Bank (IFC) Air Quality. Near all hot mix plant locations approved by the Engineer as per Technical Specification Clause no. 111

Quantity5

Rate-

Amount -

Environment Management Cost Ambient air quality monitoring along the project road for particulate matter (PM2.5 and PM10), sulphur dioxide (SO2), oxides of nitrogen (NOX); and carbon monoxides (CO) using standard analysis technique in accordance with the National Ambient Air Quality Standards formulated by MoEF&CC and the World Bank (IFC) Air Quality. Construction sites near sensitive locations as per Technical Specification Clause no.111

Quantity5

Rate-

Amount -

Environment Management Cost Ambient air quality monitoring along the project road for particulate matter (PM2.5 and PM10), sulphur dioxide (SO2), oxides of nitrogen (NOX); and carbon monoxides (CO) using standard analysis technique in accordance with the National Ambient Air Quality Standards formulated by MoEF&CC and the World Bank (IFC) Air Quality. At 1 location during operation stage where monitoring had been done during construction stage as per Technical Specification Clause no.111

Quantity5

Rate-

Amount -

Environment Management Cost Sound Pressure Level (SPL) measurements along the project road using standard analysis technique in accordance with the National Ambient Noise Standard in respect of noise formulated by MoEF&CC and the World Bank (IFC) Noise Level Guidelines. At equipment yards/ Hot mix plants/ Construction Camps as per Technical specification Clause no. 111

Quantity5

Rate-

Amount -

Environment Management Cost Sound Pressure Level (SPL) measurements along the project road using standard analysis technique in accordance with the National Ambient Noise Standard in respect of noise formulated by MoEF&CC and the World Bank (IFC) Noise Level Guidelines. Near known nesting sites - as directed by the Engineer as per Technical specification Clause no. 111

Quantity5

Rate-

Amount -

Environment Management Cost Sound Pressure Level (SPL) measurements along the project road using standard analysis technique in accordance with the National Ambient Noise Standard in respect of noise formulated by MoEF&CC and the World Bank (IFC) Noise Level Guidelines. During Operation Stage as directed by the Engineer as per Technical specification Clause no.111

Quantity5

Rate-

Amount -

Environment Management Cost Water Quality Testing for parametres as per IS: 10500-2012 along the road in accordance with CPCB norms Surface Water Quality testing during Construction Stage as per Technical specification Clause no. 111

Quantity3

Rate-

Amount -

Environment Management Cost Water Quality Testing for parametres as per IS: 10500-2012 along the road in accordance with CPCB norms Discharge Water Quality testing during Operation Stage as per Technical specification Clause no. 111

Quantity3

Rate-

Amount -

Environment Management Cost Soil Quality Testing along the project road in accordance with CPCB norms During Construction stage at productive agricultural lands abutting traffic detours and traffic diversions, to be identified by the Engineer as per Technical specification Clause no. 111

Quantity3

Rate-

Amount -

Environment Management Cost Soil Quality Testing along the project road in accordance with CPCB norms During Operation stage at accident/spill locations involving bulk transport carrying hazardous material. as per Technical specification Clause No. 111

Quantity3

Rate-

Amount -

Environment Management Cost Turfing with Sods (Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering) 5 m width turfing on outer side of ponds

Quantity1500

Rate-

Amount -

Environment Management Cost 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 Technical specification clause 301 and 309. Excavated material to be used in embankment within a lead of 50m (Average lead 25m) Construction of surface drains on outer side of ponds

Quantity130

Rate-

Amount -

Environment Management Cost Oil interceptors at parking/ servicing of construction vehicles as per Technical specification Clause no.111

Quantity1

Rate-

Amount -

Environment Management Cost Provision of Noise barrier at sensitive areas like schools and hospitals. The noise barriers of hollow brick wall/ reinforced concrete panels with height of 3.5m. (School, Health care centre) as per Clause no. 111

Quantity100

Rate-

Amount -

Provisional Sum for Road Facilities and Amenities

Quantity1

Rate-

Amount -

86 More

Evaluation Notes How It Works ?

Partners

Payment Type

Bank Certification Amount

Bank Guarantee Amount

Additional Info 1

Additional Info 2

Additional Info 3

Additional Info 4

Remarks

Potential Partner

Select Your Requirements

Help me get relevant partners for joint bidding

Help me get relevant material suppliers

Help me get project financing

Past Bidders
This list is curated from the bidders of the similar tenders in the past

Unlock the Tender details for free

Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
Awarded Ratexx%

Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
Awarded Ratexx%

Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
Awarded Ratexx%

Public Works Roads Department Tender

Public Works Roads Department - PWRD Tender

Costs

EMD

Document Cost

Tender Fee

Summary

Description

Contact

Tender Id

Tender No

Tender Authority

Purchaser Address

Website

BOQ Items

Potential Partner

Past BiddersThis list is curated from the bidders of the similar tenders in the past

TENDER BY COUNTRIES

United States Tenders|

United Kingdom Tenders|

Spain Tenders|

France Tenders|

Qatar Tenders|

Australia Tenders|

Canada Tenders|

China Tenders|

Malaysia Tenders|

Maldives Tenders|

Singapore Tenders|

Bangladesh Tenders|

Ethiopia Tenders|

Bhutan Tenders|

Kuwait Tenders|

Oman Tenders|

Germany Tenders|

Egypt Tenders|

Ghana Tenders|

Saudi Arabia Tenders

TENDER BY AUTHORITIES

Federal Road Agency Tenders|

Bangladesh Railway Tenders|

Area Metropolitana De Barcelona Tenders|

Jsc Russian Railways Tenders|

Kuwait Oil Company Tenders|

Civil Aviation Authority Tenders|

Food And Agriculture Org. Tenders|

Eskom Tenders|

Energy Regulation Commision Tenders|

Dept Of Defence Tenders

TENDER BY CATEGORIES

Agriculture Or Forestry Works Tenders|

Automobiles And Auto Parts Tenders|

Civil And Construction Tenders|

Consultancy Services Tenders|

Education And Training Services Tenders|

Electrical And Electronics Tenders|

Finance And Insurance Sectors Tenders|

Food Products Tenders|

Furnitures And Fixtures Tenders|

Healthcare And Medicine Tenders

TENDER BY PROCUREMENT

Goods Tenders|

Works Tenders|

Services Tenders

OFG MANUFACTURING BUSINESSES PRIVATE LIMITED

Head Office

Sales Office

COMPANY

About Us

Contact Us

Download Media Kit

POLICIES

Terms of Use

Privacy Policy

SUPPORT

Request Demo

MOBILE APPS

Past Bidders
This list is curated from the bidders of the similar tenders in the past