Public Works Roads Department Tender

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Public Works Roads Department - PWRD Tender

Civil And Construction

Road Construction

Eprocure

Hailakandi, Assam

Opening Date24 Mar 2022

Closing Date19 May 2022

Tender Amount₹ 1,57,14,00,000

Notes

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Costs

EMD
₹ 3,14,00,000
Document Cost
₹ 10,000
Tender Fee
Refer Documents

Summary

Improvement, Upgradation And 5 Year Performance Based Maintenance Works Of Road A26_2, Hailakandi-dwarbond

Description

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Tender Id
2022_ARNIP_24851_4
Bid Award Id
View
Tender No
CE/ARNIP/RI-2/01/2018/44 Dtd March 21, 2022
Tender Authority
Public Works Roads Department View
Purchaser Address
-
Website
http://assamtenders.gov.in

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Documents

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Tender Notice-1233.8 kBTendernotice_1.pdf

IFB

BOQ-1421.9 kBBOQ_38340.xls

BOQ

Document-1242.2 MBDrawings2.pdf

Document-1117.3 MBDrawings1.pdf

Drawings-1

Document-1013.3 MBDrawings3.pdf

Drawings-3

9 More

Report Missing Document

BOQ Items

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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 specifications Clause No.201) d) Girth above 1800 mm

Quantity4

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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 specifications Clause No.201 Girth from 300 mm to 600 mm

Quantity4507

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Quantity2077

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Quantity272

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Quantity65

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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)

Quantity60.51

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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

Quantity1188.13

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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

Quantity7907.83

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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.)

Quantity269.1

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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 Specifications clause 202

Quantity281.25

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Amount -

Dismantling of kilometre stone (Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead and back filling of pit as per technical specification clause 202.3.) 5th KM stone

Quantity5

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Quantity18

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Quantity36

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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 Clause.301.3 technical specification)

Quantity183865.64

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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 .301.3)

Quantity10000

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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 specifications Clause No.305

Quantity208779.12

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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 305).

Quantity138578.92

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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 305 and 408)

Quantity186263.92

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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 specifications clause 401) (I) For Grading I Material

Quantity70859.96

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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 401 and Table 400-2 of Technical Specification and clause No. 401) (i)For Grading V Material

Quantity2372.35

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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)

Quantity70776.12

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Prime Coat Providing and applying primer coat as per Technical specification clause 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.

Quantity283104.45

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Amount -

Tack Coat Providing and applying tack coat with bitumen emulsion as per Technical specifications clause 503 by using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom at rate of spread approved by Engineer.

Quantity274368.11

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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 .505 .

Quantity15945.66

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Bituminous Concrete Providing and laying bituminous concrete Grading II (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 501.2 .1

Quantity10974.76

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Protection works Supplying, filling and laying in loose with Geotextile bags of Type-A (1.30x0.70 M) made of Geo textile non-woven fabric sheets of 400 GSM manufactured from polyester/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyester complete as per technical specifications and as directed. as per IRC SP 59 :2019 Guidelines for use of Geosynthetics in Road Pavements and Associated Works

Quantity9998

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Protection works Supply, Stitching and Laying of Non-woven Geo textile Fabric sheet of 400 gsm as per Clause No 702

Quantity1856.3

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Drain/Breast wall 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 304 technical specification)

Quantity7806

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Drain/ Breast wall Plain cement Concrete in open foundation complete as per drawing & technical specifications Clause 1704.3 PCC grade M15

Quantity1318

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Drain Reinforced cement Concrete in open foundation complete as per drawing & technical specifications RCC grade M25 using concrete mixture Section 2100

Quantity7452

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Drain Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications Section 1600

Quantity447

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Drain Supplying and fixing of cast iron grating of size 400mm x 150mm @20m c/c in covered drain and for entry of water as per Technical Specification Clause 309.

Quantity315

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Drain/ Breast wall 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 Clause No.2706

Quantity8860

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Drain / Breast wall Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications

Quantity2027.16

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Cast in Situ Cement Concrete M20 kerb with kerb laying machine, foundation concrete laid manually as per given drawing and Technical specifications Clause 409

Quantity1723

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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 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

Quantity259

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Quantity120

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Quantity48

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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 specifications and as directed by the Engineer-in-charge. Raised pavement marker (Solar)

Quantity360

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Quantity334

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Quantity41

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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 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

Quantity26.12

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Kilometre Stone: Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.as per technical specification IRC: 8 -1980 Type Designs of Highway Kilometre Stone (Second revision) 5th kilometre stone (precast)

Quantity5

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Quantity19

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Quantity93

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Overhead Signs of including Truss, Two Vertical Post, concrete foundation all complete Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectrorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in Technical specification clause 802.2 and 802.3 and installed as per Technical specification clause 802.6 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved drawing and plans and Technical specifications complete and Technical specification Clause No.802

Quantity1

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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 811.3 complete job as per approved drawings.

Quantity5872

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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

Quantity9217

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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

Quantity232

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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 809)

Quantity6300

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Amount -

Providing and laying of Edge Stone as per drawing and Technical specifications Clause 309.3

Quantity994.29

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Cable Duct Across the Road Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC 98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC 98 - 2011 and approved drawings, Single Row for one utility service

Quantity390

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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 804.

Quantity2019

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Supply & installation of solar street light proposed at Major & Minor Junction Location, Bus Bay & Bus Shelter Location as per drawing and Clause No. 12.4 of IRC SP 73 :2018 "Manual of Specifications and Standards for Two Laning of Highways with Paved Shoulder (Second Revision)

Quantity56

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Amount -

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

Quantity28

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Amount -

Bus Bay Construction of Bus Bay at Village Portion as per drawing and Technical specifications

Quantity6

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

Quantity20

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Amount -

Providing and erecting a high mast pole lighting with 30 m high hot dip galvanised mast designed to withstand forces exerted with wind speeds of 180 km per hour with 3 seconds gust, as per IS:875 (Part 3) - 1978, fitted with a base flange, door at the base of mast with heavy duty internal lock, lantern carriage, suitable winching arrangement for safe working load of 750 kg and high powered electrically driven power tools for raising and lowering of lantern carriage, flexible 8 core electric cable, lightening conductor, earthing terminal, and fixing 2 nos aviation obstruction lights on top of the mast, all complete as per approved design and drawings.

Quantity3

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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.

Quantity16516.65

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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

Quantity2261.97

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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

Quantity2054.56

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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

Quantity419.58

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Amount -

Box Culvert Reinforcement in Foundation (Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and Technical specifications Section 1600)

Quantity140.28

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Amount -

Box Culvert Reinforcement in Sub Structure (Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in sub structure complete as per drawing and Technical specifications Section 1600)

Quantity158.02

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Amount -

Box Culvert 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 specification Section 1600)

Quantity45.88

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Amount -

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

Quantity1290.02

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Amount -

Box Culvert 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 towards the wall and provided over the entire surfaces behind the abutment, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification Section 2500

Quantity3190.93

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Amount -

Box Culvert 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 Clause 2706

Quantity1470

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Amount -

Box Culvert Backfilling behind abutment, wing wall and return wall complete as per drawings and Technical Specification as Per clause 305

Quantity3498.68

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Amount -

Box Culvert Stone/Boulder Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Section 2500

Quantity311.02

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Amount -

Box Culvert Providing and laying Stone/Boulder 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 Section 2500

Quantity803.06

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Amount -

Box Culvert Rigid Apron: -Providing and laying Flooring complete as per drawing and Technical specifications Section 2500 laid over cement concrete bedding. Rubble stone laid in cement mortar 1:3

Quantity633.41

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Amount -

Box Culvert PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Clause No 2704

Quantity139.39

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Amount -

Box Culvert Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clause No 2704

Quantity457.38

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Amount -

Box Culvert Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification Clause no 2604

Quantity486

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Amount -

Box Culvert Plain cement concrete, in foundation complete as per drawing and Technical specification 2507 including steel shuttering formwork. Curtain wall/flexible Apron/Toe wall PCC Grade M 15

Quantity1832.25

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Amount -

Box Culvert 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 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification 2503.

Quantity3675.39

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Amount -

Box Culvert Construction of crash barrier, parapet, coping beam with friction slab in M-30 grade concrete complete as per technical specification and drawing.

Quantity279.23

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Amount -

Box Culvert Painting of culvert No. and span arrangement of any shade with synthetic enamel paint black or any other approved colour to give an even shade as complete as per Technical specifications and as directed by the Engineer-in-charge.

Quantity140

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Amount -

Minor Bridge Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification clause 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.) for Marshy soil Dewarting

Quantity3224.38

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Amount -

Minor Bridge Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specifications (Clauses - 1100, 1500 & 1700) RCC M-35 grade using batching plant and concrete pump

Quantity837.22

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Amount -

Minor Bridge Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications clause 1100 & 1700 and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diametre-1200 mm)

Quantity1372

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Amount -

Minor Bridge Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing and technical sepctions clause 1200 & 1900

Quantity23.66

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Amount -

Minor Bridge Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification clause no 2100 including steel shuttering formwork.

Quantity111.85

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Amount -

Minor Bridge Plain/reinforced cement concrete in foundation complete as per drawings and technical specifications section 2200 With Batching Plant, Transit Mixer and Concrete Pump P.C.C. grade M-20

Quantity116.4

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Amount -

Minor Bridge Plain/reinforced cement concrete in foundation complete as per drawings and technical specifications section 2200 With Batching Plant, Transit Mixer and Concrete Pump R.C.C. grade M-35

Quantity143.64

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Amount -

Minor Bridge Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications section 2200 With Batching Plant, Transit Mixer and Concrete Pump R.C.C. grade M-35

Quantity1277.93

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Amount -

Minor Bridge Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification Section 2300 Sesmic Arrester and Pedestail RCC Grade M-40, Using Batching plant

Quantity44.57

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Amount -

Minor Bridge Providing Elastomeric bearing including laying in proper position etc. completed

Quantity13800

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Amount -

Minor Bridge Supplying, fitting and fixing in position true to line and level POT-PTFE bearing confiming to IRC, consisting of bottom plate, saddle plate, top plate, guide plate including all accessories, as per drawing and technical specifications clauses 2000 & 2200

Quantity13444

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Amount -

Minor Bridge Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification section 2300 PSC Grade M-45, Using Batching plant

Quantity438.73

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Amount -

Quantity456.01

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Amount -

Minor Bridge PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Clause No 2704

Quantity43.56

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Amount -

Minor Bridge Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clause No 2704

Quantity92.4

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Amount -

Minor Bridge Providing and laying of an strip seal expansion joint complete as per drawing and Technical specification for road & bridge works Clause No.2606

Quantity120

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Amount -

Minor Bridge Drainage Spouts complete as per drawing and Technical specification Clause No.2705

Quantity29

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Amount -

Minor Bridge 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 Clause 2706

Quantity809

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Amount -

Minor Bridge Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specification section 1600

Quantity301.6

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Amount -

Minor Bridge Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications section 1600

Quantity152.11

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Amount -

Minor Bridge Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications Section 1600

Quantity129.08

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Amount -

Minor Bridge High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications Section1800

Quantity22.78

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Amount -

Minor Bridge RCC Crash Barrier including reinforcement complete as per drawing and Technical Specifications Clause No.2703.3 and Clause No.811.2 & Clause No. 109.6. of IRC : 5 -2015 Standard Specifications and Code of Practice for Road Bridges Section- I General Features of Design

Quantity336.8

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Amount -

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

Quantity505.2

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Amount -

Minor Bridge Painting of Bridge No. and span arrangement of any shade with synthetic enamel paint black or any other approved colour to give an even shade as complete as per Technical specifications and as directed by the Engineer-in-charge.

Quantity8

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Amount -

Minor Bridge Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29( binder having penetration as (15+/- 5) at 25 deg. centigrade), 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 .005cum 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 not less than 1000C, protruding 1mm to 4mm over mastic surface, all complete as per Technical specification Clause No.516

Quantity1852.4

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Amount -

Minor Bridge Bituminous Concrete Providing and laying bituminous concrete complete as per drawing and Technical Specifications Clause No.501.2.1 (i) with PMB-70 Grade Bitumen (i) for grading 2 (13.2mm nominal size)

Quantity74.1

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Amount -

Minor Bridge Tack Coat Providing and applying tack coat with bitumen emulsion as per Technical specifications clause 503 by using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom at rate of spread approved by Engineer.

Quantity1852.4

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Amount -

Minor Bridge Back filling behind abutment, wing wall and return wall complete as per drawing, IRC and Technical Specification Clause-305

Quantity2656.25

Rate-

Amount -

Minor Bridge Providing and laying of Filter media with granular materials/stone crushed aggregates behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification and Appendix 6 of IRC78 :2014 "Standard Specifications and Code of Practice for Road Bridges"

Quantity693.63

Rate-

Amount -

Minor Bridge Providing and laying Stone/Boulder 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 Section 2500

Quantity282.14

Rate-

Amount -

Minor Bridge Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.

Quantity141.07

Rate-

Amount -

Minor bridge Providing and filling of Granular Sub-Base with Coarse Graded Material below foundation (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 specifications clause 401)

Quantity576

Rate-

Amount -

Major Bridge Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification clause 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) upto required depth for marshy soil with dewatering

Quantity4.9

Rate-

Amount -

Major Bridge Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification clause 1204.

Quantity7.24

Rate-

Amount -

Major Bridge Plain/Reinforced Cement Concrete M30 Grade, in Well curb of Well Foundation complete as per Drawing and Technical Specification clause 1205 & Section 1700 With Batching Plant, Transit Mixer and Concrete Pump

Quantity182.92

Rate-

Amount -

Major Bridge Plain/Reinforced Cement Concrete (RCC) M25 Grade , in Bottom Plug of Well Foundation complete as per Drawing and Technical Specification clause 1209 & Section 1700 With Batching Plant, Transit Mixer and Concrete Pump

Quantity334.49

Rate-

Amount -

Major Bridge Sinking of 6.0 m external diametre well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications.Clause No.1208.1 to Clause No.1208.7and Clause No.1208.9 to Clause No. 1208.11. Depth of sinking is reckoned from bed level. Depth below bed level upto 3.0 M

Quantity15

Rate-

Amount -

Quantity35

Rate-

Amount -

Quantity50

Rate-

Amount -

Quantity38

Rate-

Amount -

Major Bridge Supplying, fitting and placing TMT bar reinforcement for Curb, Steining and Well Cap all complete as per drawing and Technical specifications and as directed by the Engineer-in-charge.

Quantity126.74

Rate-

Amount -

Major Bridge Plain/Reinforced Cement Concrete M30 Grade, in Well Steining of Well Foundation complete as per Drawing and Technical Specification clause 1207 & 1700 With Batching Plant, Transit Mixer and Concrete Pump

Quantity2712.32

Rate-

Amount -

Major Bridge Sand Filling in Wells complete as per Drawing and Technical Specification clause 1210

Quantity1397.7

Rate-

Amount -

Major Bridge Plain/Reinforced Cement Concrete (RCC) M25 Grade , in Top/ Intermediarte Plug of Well Foundation complete as per Drawing and Technical Specification clause 1211 & Section 1700 With Batching Plant, Transit Mixer and Concrete Pump

Quantity40.29

Rate-

Amount -

Major Bridge Plain/Reinforced Cement Concrete M35 Grade , in Well cap of Well Foundation complete as per Drawing and Technical Specification clause 1212, 1213 & Section 1700 using Batching Plant, Transit Mixer and Concrete Pump

Quantity518.91

Rate-

Amount -

Major Bridge Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications section 2200 With Batching Plant, Transit Mixer and Concrete Pump R.C.C. grade M-35

Quantity209.5

Rate-

Amount -

Major Bridge Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification Section 2300 Sesmic Arrester and Pedestail Grade M-40, Using Batching plant

Quantity122.29

Rate-

Amount -

Major Bridge Supplying, fitting and fixing in position true to line and level Bearing conforming to IRC: 83 (Part-III) section IX and clause no 2006 complete including all accessories as per drawing and Technical Specifications. Pot bearings, Pin bearing and Metal guide bearing

Quantity13000

Rate-

Amount -

Major Bridge Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure including all lead and lifts as per drawing and Technical Specification section 2300 PSC Grade M-50, Using Batching plant

Quantity578.11

Rate-

Amount -

Quantity418.62

Rate-

Amount -

Major Bridge PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Clause No 2704

Quantity10.89

Rate-

Amount -

Major Bridge Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clause No 2704

Quantity23.1

Rate-

Amount -

Major Bridge Providing and laying of an strip seal expansion joint complete as per drawing and Technical specification for road & bridge works Clause No.2606

Quantity60

Rate-

Amount -

Major Bridge Drainage Spouts complete as per drawing and Technical specification Clause No.2705

Quantity29

Rate-

Amount -

Major Bridge 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 Clause 2706

Quantity91

Rate-

Amount -

Major Bridge Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications section 1600

Quantity46.5

Rate-

Amount -

Major Bridge Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications Section 1600

Quantity155.75

Rate-

Amount -

Minor Bridge High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications Section1800

Quantity26.75

Rate-

Amount -

Major Bridge RCC Crash Barrier including reinforcement complete as per drawing and Technical Specifications Clause No.2703.3 and Clause No.811.2 & Clause No. 109.6. of IRC : 5 -2015 Standard Specifications and Code of Practice for Road Bridges Section- I General Features of Design

Quantity303.2

Rate-

Amount -

Major Bridge Bituminous Concrete Providing and laying bituminous concrete complete as per drawing and Technical Specifications Clause No.501.2.1 (i) with PMB-70 Grade Bitumen (i) for grading 2 (13.2mm nominal size)

Quantity66.7

Rate-

Amount -

Major Bridge Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29( binder having penetration as (15+/- 5) at 25 deg. centigrade), 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 .005cum 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 not less than 1000C, protruding 1mm to 4mm over mastic surface, all complete as per Technical specification Clause 2702.

Quantity1667.6

Rate-

Amount -

Major Bridge Tack Coat Providing and applying tack coat with bitumen emulsion as per Technical specifications clause 503 by using emulsion pressure distributor on the prepared bituminous surface cleaned with mechanical broom at rate of spread approved by Engineer.

Quantity1667.6

Rate-

Amount -

Major Bridge Providing and laying of Filter media with granular materials/stone crushed aggregates behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification and Appendix 6 of IRC78 :2014 "Standard Specifications and Code of Practice for Road Bridges"

Quantity86.79

Rate-

Amount -

Major Bridge Providing and laying Stone/Boulder 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 Section 2500

Quantity60.45

Rate-

Amount -

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

Quantity454.8

Rate-

Amount -

Major Bridge Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification and Section 2500

Quantity30.22

Rate-

Amount -

Major Bridge Back filling behind abutment, wing wall and return wall complete as per drawing, IRC and Technical Specification Clause-305 (Granular / Sandy Material)

Quantity153.17

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 111

Quantity68

Rate-

Amount -

Environment Management Cost Sound Pressure Level (SPL) measurements along the project road using standard analysis technique in accordance with the National Ambient Air Quality Standards in respect of noise formulated by MoEF&CC and the World Bank (IFC) Air Quality. At equipment yards/ Hot mix plants/ Construction Camps as per Technical specification clause 111

Quantity60

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 111

Quantity42

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 111

Quantity26

Rate-

Amount -

Environment Management Cost Silt fencing near water bodies adjacent to road

Quantity1000

Rate-

Amount -

Environment Management Cost Oil interceptors at parking/ servicing of construction vehicles as per Technical specification clause 111

Quantity2

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 location: as per clause 111

Quantity420

Rate-

Amount -

Environment Management Cost Enhancement of 3 ponds as per Technical specification clause 111 and 307

Quantity350

Rate-

Amount -

Environment Management Cost Dust suppression in haul roads, material storage location and all active locations @ 4 tanker per day per km for 200 days and as per technical specification clause 111

Quantity800

Rate-

Amount -

Environment Management Cost Supply of D.R.D.O Technology Bio-Digester tanks Rota-molded double wall manufactured in automatic Rota-molding machines using superior grade Virgin LLDPE (Polymer) with 2.5% Carbon Black, UV Resistant Polymer leading to highest quality consistency. Thickness of the outer shell of minimum 6mm, partitions made from HDPE Polymer of 8mm thick. Immobilization Matrices of Heavy Duty Poly Grass PVC Matting lining along the partitions on both sides. Heavy duty pipes & fitting shall be used in these tanks of Finolex or equivalent make. Fasteners made of Brass shall be used inside the tank with manufacturer’s test certificate and including AMI (Bacteria) of 600 liters per tank. Size of Tank: 2000 Litres capacity upto 20-30 users per day; Tank Diameter of 1425mm; Tank Height of 1600mm; Outlet pipe diameter 75mm; inlet pipe diameter 110mm and as per technical specification clause 111

Quantity4

Rate-

Amount -

Environment Management Cost FRP Toilet Cabin IWC (Ceramic Pan) type of size 1250mm X 915mm X 2400mm with ± 5% tolerance and as per technical specification clause 111

Quantity8

Rate-

Amount -

Environment Management Cost Installation Charges for toilet cabin IWC, Plumber (Skilled)

Quantity2

Rate-

Amount -

Environment Management Cost Installation Charges for toilet cabin IWC, Plumber (Unskilled)

Quantity2

Rate-

Amount -

Environment Management Cost Providing solid waste management facility in construction camp, HDPE Garbage Container, Size: 940 X 480 X 550mm(LxWxD) and as per technical specification clause 111

Quantity6

Rate-

Amount -

Environment Management Cost Occupational safety appliances and PPEs for Covid-19

Quantity24

Rate-

Amount -

Environment Management Cost Rainwater Harvesting Structures complete in all respect and confirming to the relevant specifications and as per technical specification clause 111

Quantity24

Rate-

Amount -

Environment Management Cost Construction of RCC Sitting Bench at Community/ Public places (as approved by Engineer) of 2M X 0.6M in M20 including reinforcement complete in all respect as per Plan & Elevation given and as per technical specification clause 111

Quantity10

Rate-

Amount -

Provisional Sum for Road Facilities and Amenities

Quantity1

Rate-

Amount -

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