Department Of Rural Development And Panchayats Tender

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Department Of Rural Development And Panchayats Tender

Civil And Construction

Gariaband, Chhattisgarh

Opening Date14 Dec 2022

Closing Date29 Dec 2022

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Costs

EMD
₹ 4,84,000
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Tender Id
117141
Bid Award Id
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Tender No
117141
Tender Authority
Department Of Rural Development And Panchayats View
Purchaser Address
-
Website
http://eproc.cgstate.gov.in

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Documents

Tender Notice-11.5 MB315243595418940782...315243595418940782_117141_Tender Document for Bridge NIT 839.pdf

BOQ-179.0 kB170333017487525771...1703330174875257713_117141_BOQ Estimate Of SH 2B (URTULI) TO GARIYABAND 09 T 05 AT CH-30000M (R3).xlsx

Document-2138.9 kB844546263599532765...8445462635995327653_80969_Guidelines to Bidders.pdf

Document-137.5 kBTender_Detail_1171...Tender_Detail_117141.html

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BOQ Items

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Quantity-

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Amount -

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Cleaning and Grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevent clauses of section 200.

Quantity0.12

Rate-

Amount 36612

Excavation

Quantity-

Rate-

Amount -

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material including dewatering etc. complete.

Quantity-

Rate-

Amount -

Ordinary soil

Quantity-

Rate-

Amount -

Upto 3 m depth

Quantity627.15

Rate-

Amount 131.4

3 m to 6 m depth

Quantity-

Rate-

Amount 150.3

Above 6 m depth

Quantity-

Rate-

Amount 184.5

Ordinary rock (not requiring blasting)

Quantity-

Rate-

Amount 221.4

Hard rock (requiring blasting)

Quantity-

Rate-

Amount 610.2

Dewatering

Quantity-

Rate-

Amount -

Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition).

Quantity-

Rate-

Amount -

Ordinary soil

Quantity-

Rate-

Amount -

Upto 3 m depth

Quantity627.15

Rate-

Amount 26.28

3 m to 6 m depth

Quantity-

Rate-

Amount 30.06

Above 6 m depth

Quantity-

Rate-

Amount 36.9

Ordinary rock (not requiring blasting)

Quantity-

Rate-

Amount 44.28

M15 grade PCC below foundation

Quantity-

Rate-

Amount -

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

Quantity21.48

Rate-

Amount 4151.7

Exploratory boring 100mm dia:-at the location of piers and abutments or for high embankments in approaches in all type of strata as per IRC 78:2014 and section 2400 of specifications for collection of samples at different depth(rock sample and undisturbed soil sample)and test including preseving core samples as per specification.

Quantity-

Rate-

Amount -

Taking trail boring 100mm dai. For detailed investigation with diamound drill double tube in all sorts of soil like sand,soft soil, ,moorum, gravels, boulders and soft rock including all materials such as casing pipes, accessories, grease and other such materials and or as required including conveying the loose sample and core sample serially numbered at the site of work and conveying the head quarters of concerned office as directed and submission of detailed bore log sheet as per I.R.C. 78-2014 and section 2400 including testing of sample as per specification.

Quantity-

Rate-

Amount -

UPTO 1.0 m below bed level

Quantity4

Rate-

Amount 5355.9

Beyond 1.0 m upto 5.0 depth

Quantity16

Rate-

Amount 1170

Beyond 5.0 m

Quantity80

Rate-

Amount 1327.5

Reinforced Cement Concrete in foundations Curtain Wall- M20

Quantity-

Rate-

Amount -

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

Quantity-

Rate-

Amount 4767.3

Reinforced Cement Concrete in foundations - M30

Quantity-

Rate-

Amount -

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

Quantity138.91

Rate-

Amount 5392.8

HSD bars reinforcement in Foundation

Quantity-

Rate-

Amount -

Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.

Quantity29.17

Rate-

Amount 61823.7

SUBSTRUCTURE

Quantity-

Rate-

Amount -

Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags).

Quantity-

Rate-

Amount -

Reinforced Cement Concrete in Retaining wall - M30

Quantity-

Rate-

Amount 5733

Reinforced Cement Concrete in substructure - M30

Quantity82.4

Rate-

Amount 5733

HSD bars reinforcements in substructure

Quantity-

Rate-

Amount -

Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200.

Quantity17.3

Rate-

Amount 62101.8

Weap Holes

Quantity-

Rate-

Amount -

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 face. Complete as per drawing and Technical specifications section 2706 and 2200.

Quantity122.82

Rate-

Amount 288.9

Back filling behind abutment

Quantity-

Rate-

Amount -

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200.

Quantity805.53

Rate-

Amount 814.5

SUPERSTRUCTURE

Quantity-

Rate-

Amount -

Reinforced Cement Concrete in Solid slab M-30

Quantity-

Rate-

Amount -

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags).

Quantity105.81

Rate-

Amount 6536.7

RCC Crash Barrier

Quantity-

Rate-

Amount -

Concrete M40

Quantity-

Rate-

Amount -

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags).

Quantity18.67

Rate-

Amount 6786.9

HSD bars reinforcement in Superstructure

Quantity-

Rate-

Amount -

Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications.

Quantity32.43

Rate-

Amount 63090.9

Cement Concrete Wearing Course

Quantity-

Rate-

Amount -

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications as per relevant clause of section 2700.

Quantity16.76

Rate-

Amount 10662.3

RCC railing of M30 Grade

Quantity-

Rate-

Amount -

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications as per relevant clauses of section 1500, 1600, 1700 and 2703 (vide drawing No. SD/202, SD/304)

Quantity-

Rate-

Amount 1686.6

Drainage Spout

Quantity-

Rate-

Amount -

Supplying and installing drainage spouts complete as per drawing and Technical specification clause 2705.

Quantity16

Rate-

Amount 1806.3

M15 grade PCC below Approach Slab

Quantity-

Rate-

Amount -

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700

Quantity8.82

Rate-

Amount 3993.3

RCC in Approach Slab, including reinf

Quantity-

Rate-

Amount -

Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704

Quantity17.64

Rate-

Amount 8520.3

Filler Joint

Quantity-

Rate-

Amount -

Providing & fixing 20 mm thick compressible fiber board ( 12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification.

Quantity103.32

Rate-

Amount 1083.6

Providing and filling joint sealing compound ( 12 m long x 100 mm wide x 10 mm deep recess) as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

Quantity-

Rate-

Amount 1083.6

Asphaltic Plug joint

Quantity-

Rate-

Amount -

Bituminous Wearing Coat

Quantity-

Rate-

Amount -

Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects).A.With sensor paver finisherfor (iii) Grading II (13.2 mm nominal size) with bitumen 6.0 %

Quantity-

Rate-

Amount 9082.8

Mastic Asphalt Layer

Quantity-

Rate-

Amount -

Mastic Asphalt (Providing and laying 25mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39 prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with fine-grained hard stone chipping of 13.2 mm nominal size pre- coated with bitumen at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause-516.)

Quantity-

Rate-

Amount 459.9

Rigid Apron Bouldering with Crushed Metal

Quantity-

Rate-

Amount -

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per relevant clauses of section 2503

Quantity-

Rate-

Amount 4234.5

Cement Concrete Blocks Of Size 0.3x0.3x0.3 m Cast In Cement Concrete Of Grade M15

Quantity-

Rate-

Amount -

Providing and lying Pitching on slopes laid over prepared filter media in front of toe of embankement complete as per drawing and technical specification as per section 2504.

Quantity-

Rate-

Amount 4234.5

Filter Media

Quantity-

Rate-

Amount -

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H 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 surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200.

Quantity-

Rate-

Amount 1733.4

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed as per section 2504.

Quantity-

Rate-

Amount 1871.1

Boulders apron on river bed

Quantity-

Rate-

Amount -

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

Quantity-

Rate-

Amount 2228.4

Embankment Earthwork

Quantity-

Rate-

Amount -

Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR not less than 5)

Quantity-

Rate-

Amount 176

Traffic Sign Boards

Quantity-

Rate-

Amount -

Semi-Reflective Traffic signs upto 0.90 sqm Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Quantity-

Rate-

Amount 4729

Semi-Reflective Traffic signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Quantity-

Rate-

Amount 4667

PMGSY Information Board

Quantity-

Rate-

Amount -

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.

Quantity-

Rate-

Amount 13749

PMGSY Citizen Information Board

Quantity-

Rate-

Amount -

Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back.

Quantity-

Rate-

Amount 14015

Marble Plate

Quantity-

Rate-

Amount -

Providing and Fixing of Av. 20mm thick marble plate i/c cutting and polishing and inscribed details as per approved drawing i/c engraving the matter as desired.

Quantity1

Rate-

Amount 4500

Painting on Concrete Surfaces

Quantity-

Rate-

Amount -

Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

Quantity2622.08

Rate-

Amount 105

Painting on Concrete Surfaces of R.C.C. Railing

Quantity-

Rate-

Amount -

Painting on concrete surface of R.C.C. Railing (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m)

Quantity155.12

Rate-

Amount 135.9

Dismantling of existing structure

Quantity-

Rate-

Amount -

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead upto 1000 meters and as per relevant clauses of section-200 in ( Cement Concrete Grade M-15 & M-20)

Quantity609.32

Rate-

Amount 313.2

Removing all type of hume pipes and stacking within a lead upto 1000 meters including earthwork and dismantling of masonry works around pipes.(Up to 1000 mm dia)

Quantity-

Rate-

Amount 360

Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials lead upto 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200.

Quantity600

Rate-

Amount 993.6

Excavation

Quantity-

Rate-

Amount -

Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Quantity990

Rate-

Amount 65

Construction of embankment

Quantity-

Rate-

Amount -

Construction of embankment with approved material obtained form borrow pits, transported to site, spreading, grading to required slopes and compacting to meet requirement of Tables 300.1 & 300.2 with a lead up to 250 m as per technical specifications clause 301.5

Quantity4636

Rate-

Amount 170

Construction of subgrade and earthen shoulders

Quantity-

Rate-

Amount -

Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 10) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.(To be used for side shoulder WBM)

Quantity156

Rate-

Amount 200

Construction of granular sub-base

Quantity-

Rate-

Amount -

Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III)

Quantity321

Rate-

Amount 650

Water Bound Macadam

Quantity-

Rate-

Amount -

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)

Quantity-

Rate-

Amount -

WBM G-II

Quantity81

Rate-

Amount 1523

WBM G-III

Quantity81

Rate-

Amount 1566

Prime Coat

Quantity-

Rate-

Amount -

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

Quantity1069

Rate-

Amount 43

Tack Coat

Quantity-

Rate-

Amount -

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503

Quantity1069

Rate-

Amount 13

Open - Graded Premix Surfacing

Quantity-

Rate-

Amount -

Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)

Quantity1069

Rate-

Amount 122

Seal Coat

Quantity-

Rate-

Amount -

Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)

Quantity1069

Rate-

Amount 56

Excavation

Quantity-

Rate-

Amount -

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material including dewatering etc. complete. Upto 3 m depth In Ordinary Soil

Quantity3518

Rate-

Amount 131.4

Dewatering

Quantity-

Rate-

Amount -

Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition). Ordinary soil Upto 3 m depth

Quantity3518

Rate-

Amount 26.28

PCC GRADE M-15

Quantity-

Rate-

Amount -

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity180

Rate-

Amount 4151.7

Reinforced Cement Concrete in foundations Curtain Wall- M20

Quantity-

Rate-

Amount -

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

Quantity263

Rate-

Amount 4767.3

HSD bars reinforcement in Foundation

Quantity-

Rate-

Amount -

Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.

Quantity5.51

Rate-

Amount 61823.7

Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags).

Quantity-

Rate-

Amount -

Reinforced Cement Concrete in Retaining wall - M20

Quantity159

Rate-

Amount 5042.7

HSD bars reinforcements in Retaining wall

Quantity-

Rate-

Amount -

Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200.

Quantity22.08

Rate-

Amount 62101.8

RCC DRAIN

Quantity-

Rate-

Amount -

Construction of RCC open drain 0.60 m x 0.60 m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) levelling course in PCC M-15 including excavation, dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L=800 mm) including cutting, bending and binding wire, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications.

Quantity-

Rate-

Amount 2965

Cement Concrete Blocks Of Size 0.3x0.3x0.3 m Cast In Cement Concrete Of Grade M15

Quantity-

Rate-

Amount -

Providing and lying Pitching on slopes laid over prepared filter media in front of toe of embankement complete as per drawing and technical specification as per section 2504.

Quantity410.67

Rate-

Amount 4234.5

Filter Media

Quantity-

Rate-

Amount -

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H 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 surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200.

Quantity107

Rate-

Amount 1733.4

Providing and laying Filter material

Quantity-

Rate-

Amount -

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed as per section 2504.

Quantity220.11

Rate-

Amount 1871.1

Bouldering with Crushed Metal

Quantity-

Rate-

Amount -

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per relevant clauses of section 2503

Quantity140

Rate-

Amount 2171.7

Boulders apron on river bed

Quantity-

Rate-

Amount -

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

Quantity245

Rate-

Amount 2228.4

Embankment Earthwork

Quantity-

Rate-

Amount -

Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR not less than 5)

Quantity534

Rate-

Amount 176

Traffic Sign Boards

Quantity-

Rate-

Amount -

Semi-Reflective Traffic signs upto 0.90 sqm Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Quantity2

Rate-

Amount 4729

Semi-Reflective Traffic signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Quantity2

Rate-

Amount 4667

PMGSY Information Board

Quantity-

Rate-

Amount -

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.

Quantity1

Rate-

Amount 13749

PMGSY Citizen Information Board

Quantity-

Rate-

Amount -

Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back.

Quantity1

Rate-

Amount 14015

Clearing and grubbing

Quantity-

Rate-

Amount -

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (A) In area of non-thorny jungle

Quantity1879

Rate-

Amount 5

(For Profile Correction) Construction of embankment

Quantity-

Rate-

Amount -

(For Profile Correction) Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR more than 5)

Quantity282

Rate-

Amount 176

Construction of subgrade and earthen shoulders

Quantity-

Rate-

Amount -

Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.For Item No.3.12(a) & (b)

Quantity352

Rate-

Amount 180

Construction of granular sub-base

Quantity-

Rate-

Amount -

Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401.

Quantity148

Rate-

Amount 650

Crushed stone aggregates

Quantity-

Rate-

Amount -

Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

Quantity74

Rate-

Amount 1415

Semi-Reflective Traffic signs

Quantity-

Rate-

Amount -

Semi-Reflective Traffic signs more than 0.90 sqm sign board. Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Quantity2

Rate-

Amount 4667

Excavation for Structure of 600mm pipe

Quantity-

Rate-

Amount -

Excavation for Structure of 600mm pipes as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Quantity277

Rate-

Amount 253

Cement concrete pipe NP3 (600mm)

Quantity-

Rate-

Amount -

Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Burried conduits on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.

Quantity30

Rate-

Amount 2928

Filling in Foundation Trenches

Quantity-

Rate-

Amount -

Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Burried conduits on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.

Quantity11

Rate-

Amount 911

Backfilling behind abutment

Quantity-

Rate-

Amount -

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. Granular Material

Quantity22

Rate-

Amount 732

Add 18% GST

Quantity-

Rate-

Amount -

1st Year Maintenance

Quantity-

Rate-

Amount 0.15

2nd Year Maintenance

Quantity-

Rate-

Amount 0.15

3rd Year Maintenance

Quantity-

Rate-

Amount 0.2

4thYear Maintenance

Quantity-

Rate-

Amount 0.25

5thYear Maintenance

Quantity-

Rate-

Amount 0.25

Total Cost of maintenance

Quantity-

Rate-

Amount -

Add 18% GST

Quantity-

Rate-

Amount -

Grand Total(Included Maintenance)

Quantity-

Rate-

Amount -

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