Public Works Roads Department Tender

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Public Works Roads Department - PWRD Tender

Civil And Construction

Road Construction

Civil Works

Eprocure

West Karbi Anglong, Assam

Opening Date14 May 2022

Closing Date12 Jul 2022

Tender Amount₹ 1,45,37,00,000

Notes

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Costs

EMD
₹ 2,91,00,000
Document Cost
₹ 30,000
Tender Fee
Refer Documents

Summary

Imprv And Upgdn And 5-year Performance Based Maint.works Of Rd Hamreng Tumpreng Hojai Nilbagan Howraghat Karkok (jamuna River Dist. Boundary To Karkok)

Description

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Tender Id
2022_ARNIP_25555_3
Bid Award Id
View
Tender No
CE/ARNIP/A/RI-3/15/2022/3, May 11, 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-1241.8 kBTendernotice_1.pdf

IFB

BOQ-1430.6 kBBOQ_39474.xls

BOQ

Document-1135.2 MBDrawings1.pdf

Drawings-1

Document-1029.6 MBDrawings3.pdf

Drawings-3

Document-922.6 MBDrawings4.pdf

Drawings-4

8 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

Quantity5218

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Quantity2405

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Quantity316

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Quantity76

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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)

Quantity46.11

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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

Quantity4282.41

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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

Quantity8965.04

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Amount -

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, prestressed concrete, wood work, steel work, including Tools 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.) Cement Concrete (RCC Above M-20)

Quantity33.9

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Amount -

Dismantling of Structures (Dismantling Brick / Tile work / Stone Masonry in cement mortar including Tools 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.)

Quantity244.83

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Removing all type of Hume pipe culverts of any diameter including masonry works and stacking pipes at location shown by Engineer as per technical Specifications clause 202.2

Quantity202.5

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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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Quantity21

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Quantity43

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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)

Quantity58857.82

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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)

Quantity200

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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

Quantity160862.17

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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).

Quantity52146.33

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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)

Quantity232051.72

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Construction of Separator, Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per Technical specification clause 408

Quantity1011.81

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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 specification clause 401) (I) For Grading I Material

Quantity84549.56

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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

Quantity6275.53

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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 Optimum Moisture Content 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)

Quantity83047.46

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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.

Quantity331002.22

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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.

Quantity324183.77

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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 .

Quantity19381.33

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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 and IRC SP-53-2010

Quantity12941.42

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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 the remaining earth locally for road work). As per Clause 304 technical specification)

Quantity54529.22

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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

Quantity427.5

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Amount -

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

Quantity3063.75

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

Quantity183.83

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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.

Quantity143

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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

Quantity2850

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Amount -

Retaining wall/ Breast wall 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

Quantity613.8

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Retaining wall/ Toe wall 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 304 technical specification)

Quantity2766.13

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Amount -

Retaining wall/ Toe wall Supplying, fitting and placing HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specification section 1600

Quantity29.47

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Amount -

Retaining wall/ Toe wall Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications section 1600

Quantity76.41

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Retaining wall/ Toe 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

Quantity740

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Retaining wall/ Toe wall Providing and laying Plain cement concrete mechanically mixed and compacted, including centring and shuttering all complete as per clause 1500, 1700 & 2100 drawings and Technical specifications and as directed by the Engineer-in-charge. PCC M15 grade

Quantity172.65

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Retaining wall/ Toe wall Providing and laying Reinforced cement concrete mechanically mixed and compacted, including centring and shuttering all complete as per clause 1500, 1700 & 2200 drawings and Technical specifications and as directed by the Engineer-in-charge. RCC M25 grade

Quantity346.68

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Retaining wall/ Toe wall Providing and laying Reinforced cement concrete in Foundation mechanically mixed and compacted, including centring and shuttering all complete as per clause 1500, 1700 & 2200 drawings and Technical specifications and as directed by the Engineer-in-charge. RCC M30 grade

Quantity539.2

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Quantity489.5

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Back filling with granular material behind wing walls and return walls complete as per drawing and Technical Specification and as per clause 305

Quantity210

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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

Quantity3760.17

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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

Quantity238

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Quantity496

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Quantity11

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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. One way hazard marker

Quantity178

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Quantity132

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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 approved drawings and Technical specifications and as directed by the Engineer-in-charge. Road way delineator

Quantity1072

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Amount -

Quantity93

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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 approved drawings, Technical specifications and as directed by the Engineer-in-charge. Chevroh 600 x 750 mm

Quantity480

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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 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 Technical specification Clause No.801.3 Mandatory / Regulatory sign

Quantity126

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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 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 Technical specification Clause No.801.3

Quantity31.2

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Amount -

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)

Quantity6

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Amount -

Kilometre Stone: Reinforced cement concrete M15 grade 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) Ordinary Kilometre stone (Precast)

Quantity23

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Quantity113

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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

Quantity2

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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.

Quantity2260

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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

Quantity9882.74

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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

Quantity1073

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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)

Quantity2850

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Amount -

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

Quantity180

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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.

Quantity6133

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Amount -

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) including erection of poles,foundation etc complete

Quantity166

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Amount -

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

Quantity1420.08

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Amount -

Construction of R.C.C Bus shelter 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)

Quantity24

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Amount -

Bus Bay Construction of Bus Bay as per drawing and Technical specifications

Quantity10

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Amount -

Supplying, Fitting, Fixing and Installation of 300 mm Solar Blinker. LED - 216 Solar Panel 30 Watt Battery - 12 AH along with foundation,erection of of poles etc. all complete .

Quantity35

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Amount -

Planting plant including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 Cum per 100 metres and supplying and planting plants including all lead and lifts with all complete as per Technical specifications and as directed by the Engineer-in-charge Planting Flowering Plants and Shrubs in Central Verge

Quantity1.43

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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.)

Quantity21206.64

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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

Quantity2484.31

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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

Quantity2238.05

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

Quantity820.62

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Amount -

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

Quantity195.6

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Amount -

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

Quantity184.11

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Amount -

Box Culvert Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D bar reinforcement in super-structure including splicing complete as per drawing and technical specification Section 1600

Quantity84.06

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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

Quantity1903.02

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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

Quantity3600.81

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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

Quantity2196

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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

Quantity3511.9

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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

Quantity282.63

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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

Quantity779.81

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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

Quantity1039.16

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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

Quantity205.72

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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

Quantity644.78

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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

Quantity479.2

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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

Quantity2323.53

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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.

Quantity5126.96

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Amount -

Box Culvert RCC Crash Barrier including reinforcement complete as per drawing and Technical Specification 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

Quantity452.1

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Amount -

Box Culvert Printing 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 specification and as directed by the Engineer-in-charge.

Quantity168

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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.) including Marshy soil Dewatering

Quantity685.07

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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.

Quantity154.98

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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

Quantity167.38

Rate-

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

Quantity186.36

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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 Slab Grade M-35, Using Batching plant

Quantity146.1

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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

Quantity22.04

Rate-

Amount -

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

Quantity46.06

Rate-

Amount -

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

Quantity43.86

Rate-

Amount -

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

Quantity4

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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

Quantity154

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Amount -

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

Quantity15.19

Rate-

Amount -

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

Quantity19.41

Rate-

Amount -

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

Quantity15.09

Rate-

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

Quantity36.2

Rate-

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

Quantity72.4

Rate-

Amount -

Minor Bridge Printing 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.

Quantity2

Rate-

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

Quantity398.2

Rate-

Amount -

Minor Bridge Bituminous Concrete Providing and laying bituminous concrete complete as per drawing and Technical Specifications Clause No.501.2.1 and IRC SP-53-2010 (i) with PMB-70 Grade Bitumen (i) for grading 2 (13.2mm nominal size)

Quantity15.93

Rate-

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.

Quantity398.2

Rate-

Amount -

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

Quantity97.63

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"

Quantity137.64

Rate-

Amount -

Minor Bridge 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 Clause No.2503.2

Quantity139.39

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

Quantity28.94

Rate-

Amount -

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

Quantity12.24

Rate-

Amount -

Minor Bridge 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

Quantity39.25

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 including marshy soil With dewatering

Quantity99.06

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.

Quantity9.42

Rate-

Amount -

Major Bridge Plain/Reinforced Cement Concrete M35 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

Quantity67.08

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

Quantity141.58

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

Quantity9

Rate-

Amount -

Quantity21

Rate-

Amount -

Quantity30

Rate-

Amount -

Quantity24

Rate-

Amount -

Major Bridge Plain/Reinforced Cement Concrete M35 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

Quantity1137.26

Rate-

Amount -

Major Bridge Supply and Filling of sand in Wells complete as per Drawing and Technical Specification clause 1210

Quantity840.69

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

Quantity18.85

Rate-

Amount -

Minor Bridge Water filling in wells complete as per drawing and technical specifications

Quantity188.5

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

Quantity314.55

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

Quantity173.31

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

Quantity30.6

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-PTFE bearings, Pin bearing and Metal guide bearing

Quantity4352

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

Quantity308.94

Rate-

Amount -

Quantity219.87

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 compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm.

Quantity36

Rate-

Amount -

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

Quantity30

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

Quantity82

Rate-

Amount -

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

Quantity61.14

Rate-

Amount -

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

Quantity20.63

Rate-

Amount -

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

Quantity63.88

Rate-

Amount -

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

Quantity22.03

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

Quantity167.2

Rate-

Amount -

Major Bridge Bituminous Concrete Providing and laying bituminous concrete complete as per drawing and Technical Specifications Clause No.501.2.1 and IRC SP-53-2010 (i) with PMB-70 Grade Bitumen (i) for grading 2 (13.2mm nominal size)

Quantity36.78

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.

Quantity919.6

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.

Quantity919.6

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"

Quantity79.86

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

Quantity58.16

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

Quantity250.8

Rate-

Amount -

Major Bridge Printing 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.

Quantity2

Rate-

Amount -

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

Quantity29.08

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)

Quantity136.93

Rate-

Amount -

Repair and Maintenance of Bridges 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 501.2 .1 and IRC SP-53-2010

Quantity8.64

Rate-

Amount -

Repair and Maintenance of Bridges 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

Quantity216

Rate-

Amount -

Repair and Maintenance of Bridges Dismantling of existing wearing coat including bituminous overlay manually or with the help of jack hammers including its removal and disposal and preparation of surface to receive a layer of mastic asphalt complete without causing any detrimental effect to any part of the bridge structure with all lifts and leads complete as per Technical specifications clause 2811

Quantity216

Rate-

Amount -

Repair and Maintenance of Bridges Cleaning and removing of all debris from pier caps, abutment caps and around bearings of existing bridges including provision of access platform/scaffolding with all lifts and leads complete as per MoRT&H Technical specifications

Quantity2

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 standards near all hot mix plant locations approved by the Engineer .

Quantity57

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 standards. At equipment yards/ Hot mix plants/ Construction Camps

Quantity49

Rate-

Amount -

Environment Management Cost Water Quality Testing for parametres as per IS: 10500-2012 along the road in accordance with CPCB normsand Environmental Monitoring Pland and as directed by Engineer Surface Water Quality testing during Construction Stage

Quantity34

Rate-

Amount -

Environment Management Cost Soil Quality Testing along the project road in accordance with CPCB norms and Environmental Monitoring Plan

Quantity22

Rate-

Amount -

Environment Management Cost Silt Fencing near water bodies adjacent to road

Quantity400

Rate-

Amount -

Environment Management Cost Oil interceptors at parking/ servicing of construction vehicles

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

Quantity355

Rate-

Amount -

Environment Management Cost Enhancement of ponds including turfing of sods,construction of unlined surface drains in soil of average cross sectional area 0.40sqm as per IRC guidelines and approved by Engineer

Quantity1000

Rate-

Amount -

Environment Management Cost Dust suppression in haul roads, material storage location and all active locations by sprinking water from water tankers

Quantity800

Rate-

Amount -

Environment Management Cost Supplying ,installating all complete 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

Quantity4

Rate-

Amount -

Environment Management Cost Supplying and Installation of FRP Toilet Cabin IWC (Ceramic Pan) type of size 1250mm X 915mm X 2400mm with ± 5% tolerance all complete

Quantity8

Rate-

Amount -

Environment Management Cost Providing solid waste management facility in construction camp, HDPE Garbage Container, Size: 940 X 480 X 550mm(LxWxD) all complete

Quantity6

Rate-

Amount -

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

Quantity24

Rate-

Amount -

Environment Management Cost Constructing Rainwater Harvesting Structures all complete in all respect and confirming to the relevant specifications

Quantity52

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

Quantity10

Rate-

Amount -

Provisional Sum for Road Facilities and Amenities

Quantity1

Rate-

Amount -

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