Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works

Civil And Construction

Road Construction

Eprocure

Sepahijala, Tripura

Opening Date5 Jul 2024

Closing Date2 Aug 2024

Tender Amount₹ 18,23,62,165

Notes

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Costs

EMD
₹ 36,47,000
Document Cost
₹ 10,000
Tender Fee
Refer Documents

Description

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Tender Id
2024_SQCEO_135311_1
Bid Award Id
View
Tender No
TR0817P3
Tender Authority
Pradhan Mantri Gram Sadak Yojana View
Purchaser Address
-
Website
http://http://omms.nic.in/

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Tender Notice-22.0 MBTendernotice_1.pdf

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Tender Notice-12.0 MBSBDDNIT16FINALmerg...SBDDNIT16FINALmerged.pdf

BOQ-1571.4 kBBOQ_211766.xls

BOQ

Document-21.5 MBSBDDNIeT16.pdf

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Document-199.6 kBTender_Detail_2024...Tender_Detail_2024_SQCEO_135311_1.html

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BOQ Items

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Cutting of Trees, including Cutting of Trunks , Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.

Quantity-

Rate-

Amount -

Girth above 300 mm to 600 mm

Quantity73

Rate27937

Amount 382.7

Girth above 600 mm to 900 mm

Quantity68

Rate41181

Amount 605.6

Dismantling Of Structures

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 whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per Technical Specification Clause 202. By Mechanical Means

Quantity-

Rate-

Amount -

i) Plain Cement concrete and Cement concrete blocks

Quantity644

Rate398185

Amount 618.3

ii) Reinforced Cement concrete including cutting steel bars and seperating and removing etc

Quantity156

Rate179150

Amount 1148.4

Setting Out

Quantity-

Rate-

Amount -

Setting Out (As per drawing enclosed) with Reference benchmark 1 no. , working benchmark 4nos. per km and near all drainage structure and bridges and Reference Pillars on both sides of the formation width Burjes @50m interval using PCC with jhama brick aggregate for all class of soil including marking of centre line, setting out curves and recording of levels etc. by Surveyor

Quantity9.66

Rate577569

Amount 59789.8

Removing all types of Hume pipes

Quantity-

Rate-

Amount -

Removing all types of Hume pipes and stacking within a lead of 1000 m excluding Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

ii) 600mm - 900mm dia Hume pipe

Quantity25

Rate10575

Amount 423

iii) Above 900mm dia Hume pipe

Quantity15

Rate10866

Amount 724.4

(ii) Excavation in Soil with Dozer with lead upto 100 m.

Quantity-

Rate-

Amount -

Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3

Quantity5183

Rate347261

Amount 67

(iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m

Quantity-

Rate-

Amount -

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3

Quantity5183

Rate188143

Amount 36.3

Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means

Quantity-

Rate-

Amount -

Scarifying Existing bituminous Road Surface by mechanical means to a Depth of 150 mm and disposal of scarified material with all lifts and leads upto 1000 m as per Technical Specification Clause 301.4.

Quantity15388.8

Rate132344

Amount 8.6

404.3.1 Making 50 mm x 50 mm Furrows

Quantity-

Rate-

Amount -

Making 50 mm x 50 mm Furrows Making 50 mm x 50 mm furrows, 25mm/50 mm deep,450 to the center line of the road and at one meter interval in the existing thin bituminous wearing course including sweeping and disposal of excavated material within 1000 meters lead as per MoRT&H Technical specification clause 404.3.1 ii) 50 mm deep furrow cutting

Quantity15388.8

Rate178510

Amount 11.6

Construction of Embankment with Materials Obtained from Roadway Cutting

Quantity-

Rate-

Amount -

Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Quantity-

Rate-

Amount -

A. For spreading beyond 100 m

Quantity3109.8

Rate207735

Amount 66.8

B. For spreading within 100 m

Quantity7256.2

Rate353377

Amount 48.7

Construction of Subgrade and Earthen Shoulders

Quantity-

Rate-

Amount -

Construction of subgrade and earthen shoulders with approved material 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.

Quantity5428.13

Rate1083455

Amount 199.6

Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate

Quantity-

Rate-

Amount -

Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Quantity1619.35

Rate9806735

Amount 6055.97

Wet Mix Macadam

Quantity-

Rate-

Amount -

Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer ( Pug Mill ), carriage of mixed materials by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of three wheel 80-100 kN static roller to proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per Technical Specification Clause 406.

Quantity3678.51

Rate27916065

Amount 7588.96

Prime coat 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

Quantity31903.65

Rate1515742

Amount 47.51

Tack coat (ii) 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

Quantity31903.65

Rate511096

Amount 16.02

Mix Seal Surfacing

Quantity-

Rate-

Amount -

Providing , laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm ( Type-A ) or 13.2 mm to 0.9 mm (Type-B) aggregates using bitumen 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 three wheel 80 - 100 kN static roller , finishing to required level and grades as per Technical Specification Clause 509. By Mechanical Means Type-B Bitumen VG-30

Quantity31903.65

Rate12359474

Amount 387.4

Hard Shoulders Cell Filled Cement Conrete (using M10) Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.

Quantity221

Rate1838439

Amount 8318.73

Brick edging laid in full brick width Providing and laying brick edging on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical Specification Clause 412..

Quantity2600

Rate612716

Amount 235.66

Cell Filled Cement Conrete Providing and laying plastic cell filled cement conrete M-30 Grade pavement, of required thickness over a prepared sub base, with 53 grade ordinary portland cement or any other type as per clause 1501.2.4, coarse and fine aggreegates conforming to IS:2386 laid in approved fixed side formwork (steel channel, wedges,steel plates includind levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screedand plate vibrators and finished in contnuous operation, curing of concrete slabs for 14 days with curing compound(where specified) and water, finishing to lines and grade as per drawing and technical specification of cell filled oncrete pavement published by NRRDA.

Quantity4875

Rate6682406

Amount 1370.75

Surface Drains

Quantity-

Rate-

Amount -

Construction of unlined surface drains of average cross-sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.

Quantity-

Rate-

Amount -

Manual Means

Quantity2515.3

Rate303094

Amount 120.5

'Road side Pucca Drains in ordinary soil

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm

Quantity-

Rate-

Amount -

In Ordinary Soil

Quantity918

Rate2905011

Amount 3164.5

SLAB CULV/ERT

Quantity-

Rate-

Amount -

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. - Upto 3 m depth in Ordinary Soil.

Quantity291.72

Rate140638

Amount 482.1

Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203. P.C.C. grade M 10 Nominal mix 1:3:6

Quantity21.74

Rate181359

Amount 8342.2

Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.

Quantity-

Rate-

Amount -

PCC Grade M-15 Nominal 1:2.5:5

Quantity135.23

Rate1153097

Amount 8526.93

Plain cement concrete( using jhama brick aggregate ) in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. PCC grade M20 (1:2:4 Nominal mix) i) upto 5m height

Quantity166.86

Rate1597941

Amount 9576.54

Providing & laying reinforced cement concrete (using fine sand & stone aggregate) in superstructure as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5

Quantity-

Rate-

Amount -

RCC Grade M-25 Mix-For height upto 5 m

Quantity20.29

Rate253936

Amount 12515.35

Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202

Quantity1.82

Rate169834

Amount 93315.3

Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7

Quantity20

Rate6572

Amount 328.6

Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.20 Kg of cement per sqm in substructure as per technical specification Clauses 613.4 & 1204.

Quantity127.9

Rate27848

Amount 217.73

Box culvert

Quantity-

Rate-

Amount -

Excavation for Structures

Quantity-

Rate-

Amount -

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I) Ordinary Soil

Quantity52.96

Rate25532

Amount 482.1

Quantity3.48

Rate29674

Amount 8526.93

Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203. ii) Brick masonry in 1:4 cement mortar

Quantity8.57

Rate75600

Amount 8821.52

Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & technical specification Clauses 602, 603, 604, 1202 and 1204 ii) In 1:4 cement mortar

Quantity2.02

Rate18592

Amount 9203.82

Pointing with cement mortar (1:3) on brickwork as per drawing & technical specification Clauses 613.3 & 1204

Quantity0.39

Rate37

Amount 95.1

Quantity-

Rate-

Amount -

Cut-off wall

Quantity1.26

Rate10744

Amount 8526.93

Quantity36

Rate11830

Amount 328.6

II) R.C.C grade M 25 (Design Mix) Plain/reinforced cement concrete in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. VI)R.C.C grade M-25 i)upto 5 m height

Quantity5.78

Rate66688

Amount 11537.65

Supplying, fitting & placing HYSD bar reinforcement (Fe415) in substructure completed as per drawings & technical specification Clauses 1002, 1005, 1010 and 1202

Quantity0.68

Rate62284

Amount 91593.9

Backfilling behind abutment, wing wall & return wall complete as per drawings & technical specification Clause 1204.3.8 II) Sandy material

Quantity11.13

Rate25632

Amount 2303

Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8

Quantity7.64

Rate29620

Amount 3876.9

Providing PCC M 20 (with jhama brick aggregate) architectural coping on the top of wing wall, return wall etc. complete including formwork as per drawing & technical specification Clauses 615, 710 & 1204.3.11

Quantity5.4

Rate3237

Amount 599.4

Providing & laying reinforced cement concrete (using fine sand) in superstructure as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5 RCC Grade M-25 Mix- For height upto 5 m

Quantity3

Rate37546

Amount 12515.35

Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202

Quantity0.3

Rate27995

Amount 93315.3

Providing bituminous wearing coat comprising of 20 mm thick premix carpet with seal coat Type D (with fine sand ) for culverts as per drawing & technical specifications Clauses 1206.2 and 500

Quantity11.2

Rate3605

Amount 321.9

II) Maintainence of culverts slab type (EXISTING)

Quantity-

Rate-

Amount -

Maintenance of Slab Type Culverts by way of clearing, cleaning, erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification 1908

Quantity12

Rate66144

Amount 5512

I) Maintainence of hume pipe type (EXISTING)

Quantity-

Rate-

Amount -

Maintenance of Hume pipe Culvert by way of clearing, cleaning, erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908.

Quantity2

Rate6068

Amount 3034.2

Providing and fixing 'Logo' of PMGSY Project

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 25 mm x 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm , 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm 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 1700.1

Quantity3

Rate37619

Amount 12539.74

Providing and Fixing 'Citizens' Information Board' of PMGSY / Bharat Nirman Project

Quantity-

Rate-

Amount -

Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. 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 and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1

Quantity-

Rate-

Amount -

Board 'A'

Quantity3

Rate50049

Amount 16682.89

Logo board/Logo Board at starting point

Quantity-

Rate-

Amount -

Providing and fixing of typical PMGSY "Logo board/Logo Board at starting point" as per drawing and specifications of NRRDA having 1.6 mm thick 2 nos. 600 x 600 mm MS Sheet and 1.6 mm thick 2 nos. 1100 x 300 mm MS plate facing both sides of the alignment duly welded all Board with vertical square Post and 2 nos horizontal MS flats on back, embedding leg of MS square post of75mm x 75mm of 12 SWG sheet in M-15 grade cement concrete 600 mm square size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of Epoxy painting on MS square flats and back side of the MS sheets over a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming of rearside of the MS plates with Bands and letterings of different shades and sizes as directed and specified in the approved design with oil bound ready mixed synthetic paint complete in all respect. The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, all labour, fabricating and welding charges, cost of paintings and primer, cost of carriage & fixing and all other incidental charges in this regard complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading and lighting etc.

Quantity6

Rate75238

Amount 12539.74

Providing and fixing Maintenance board

Quantity-

Rate-

Amount -

Providing and fixing of typical maintenance board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. 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 structure will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1- Board "A".

Quantity2

Rate25079

Amount 12539.74

Kilometre Stone ( with RCC M15 grade using jhama brick aggregate ) :

Quantity-

Rate-

Amount -

Reinforced cement concrete M15 grade ( using jhama brick aggregate ) kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703.

Quantity-

Rate-

Amount -

i) 5th Kilometre Stone (precast)

Quantity1

Rate5472

Amount 5471.78

ii) Ordinary Kilometre Stone (Precast)

Quantity9

Rate30689

Amount 3409.86

iii) Construction of 200 Metre Stone (Precast)

Quantity39

Rate34633

Amount 888.03

Boundary Pillar (with PCC M15 grade using jhama brick aggregate and reinforcement)

Quantity-

Rate-

Amount -

Plain cement concrete M15 grade ( using jhama brick aggregate and reinforcement) boundary pillar / local stone of standard design as per IRC:25 fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704.

Quantity194

Rate160260

Amount 826.08

Guard Post

Quantity-

Rate-

Amount -

Construction of RCC guide posts of 250 mm dia and total 600 mm long,(300 mm below GL ) M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1401.6

Quantity130

Rate70769

Amount 544.38

Traffic Signs ( using jhama brick aggregate in CC/ PCC )

Quantity-

Rate-

Amount -

Retero Reflective Traffic Signs: Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove, white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing Clause 1701.2.2.

Quantity-

Rate-

Amount -

ii) with 600 mm equilateral triangle MS sheeting

Quantity188

Rate504859

Amount 2685.42

iii) with 600 mm circular MS sheeting

Quantity634

Rate1774452

Amount 2798.82

vi) with 600 mm x 600 mm square MS sheeting

Quantity518

Rate1485375

Amount 2867.52

Direction and place identification signs with size more than 0.9 sqm sign board ( using jhama brick aggregate in CC /PCC)

Quantity-

Rate-

Amount -

Retero-Reflective Traffic signs : 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 require message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat 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 below ground level as per approved drawing and Technical Specification Clause 1701 and annexure 1700.1 of Specification for Rural Roads.

Quantity24

Rate107993

Amount 4499.72

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work

Quantity-

Rate-

Amount -

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Quantity682.05

Rate107969

Amount 158.3

Road Markers/Road Stud with Lens Reflector: Providing and fixing of road stud 100 x 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 holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973.

Quantity341

Rate101038

Amount 296.3

Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface: Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/semi atomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater andprofile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign materials, etc., 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 complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

Quantity1364.1

Rate997157

Amount 731

Retaining Wall (height-2 m)

Quantity-

Rate-

Amount -

Excavation for Structures

Quantity-

Rate-

Amount -

A. Without dewatering.

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

Ordinary Soil

Quantity-

Rate-

Amount -

Upto 3 m depth

Quantity117

Rate56406

Amount 482.1

Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.

Quantity-

Rate-

Amount -

P.C.C grade M 15 ( using jhama brick aggregate )

Quantity-

Rate-

Amount -

i) Nominal mix (1:2.5:5)

Quantity171

Rate1486060

Amount 8690.41

Quantity150

Rate49290

Amount 328.6

Filling in foundation trenches as per drawing & technical specification Clause 305.3.9 I) Sand filling

Quantity13.5

Rate25065

Amount 1856.7

Maintenance

Quantity-

Rate-

Amount -

Total for 1st year maintenance (including 18% GST)

Quantity9.66

Rate382417

Amount 39600

Total for 2nd year maintenance (including 18% GST)

Quantity9.66

Rate453454

Amount 46956

Total for 3rd year maintenance (including 18% GST)

Quantity9.66

Rate1351980

Amount 140000

Total for 4th year maintenance (including 18% GST)

Quantity9.66

Rate1738260

Amount 180000

Total for 5th year maintenance (including 18% GST)

Quantity9.66

Rate2027970

Amount 210000

2. Ramnagar to Taxa Para, Block-Charilam. (length-9.84 km).

Quantity-

Rate-

Amount -

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 of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification Clause 201.

Quantity2.65

Rate87100

Amount 32867.9

Quantity-

Rate-

Amount -

Girth above 300 mm to 600 mm

Quantity70

Rate26789

Amount 382.7

Girth above 600 mm to 900 mm

Quantity65

Rate39364

Amount 605.6

Setting Out

Quantity-

Rate-

Amount -

Quantity9.84

Rate588332

Amount 59789.8

(ii) Excavation in Soil with Dozer with lead upto 100 m.

Quantity-

Rate-

Amount -

Quantity16561.02

Rate1109588

Amount 67

(iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m

Quantity-

Rate-

Amount -

Quantity16561.02

Rate601165

Amount 36.3

Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means

Quantity-

Rate-

Amount -

Quantity15526.5

Rate133528

Amount 8.6

404.3.1 Making 50 mm x 50 mm Furrows

Quantity-

Rate-

Amount -

Quantity15526.5

Rate180107

Amount 11.6

Construction of Embankment with Materials Obtained from Roadway Cutting

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

A. For spreading beyond 100 m

Quantity9936.61

Rate663766

Amount 66.8

B. For spreading within 100 m

Quantity23185.43

Rate1129130

Amount 48.7

Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate

Quantity-

Rate-

Amount -

Quantity3319.65

Rate662602

Amount 199.6

Wet Mix Macadam

Quantity-

Rate-

Amount -

Quantity2592.13

Rate19725954

Amount 7609.94

Prime Coat with organosilane nanotechnology Low porosity - 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

Quantity37525.5

Rate1783962

Amount 47.54

Tack Coat with organosilane nanotechnology (ii) 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

Quantity37525.5

Rate601534

Amount 16.03

Mix Seal Surfacing processed waste plastic Providing , Laying and rolling of close graded premix surfacing material 25 mm thicness composed of 11.2 mm to0.9 mm (Type-A) or 13.2 mm to 0.9 mm (type-B) aggregates using bitumen (Bitumen VG-30) with processed waste plastic after shredding ( to the size passing 2.36 mm sieve and retained of 600 mm sieve ) @ 8% by weight of Bituminous binder in hot aggregated ( dry process) to required line, geade and level to serve as wearing course in a previously prepared base including mixing in a suitable plant , laying and rolling witrh three wheel 80-100kN static roller finishing to required level and grades as per Teachnical specification clause 509 and IRC : SP 98-2013 By Mechanical Means Type-B

Quantity37525.5

Rate14451070

Amount 385.1

Dismantling of Brick Soling Dismantling of brick soling, stacking servicable materials and unservicable materials seperately with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.

Quantity78

Rate70512

Amount 904

Labour charge for Breaking of Jhama bats/jhama bricks/1st class bricks Breaking of jhama bats/jhama bricks/1st class bricks (including bigger lumps) into metal/chips/aggregates and stacking servicable materials and unserviceable materials separately as per direction of the Engineer-in-Charge with all lifts and upto a lead of 100 m Required sizes for GSB (53mm to 0.075mm) as per MoRD Technical Specification Clause 401.

Quantity78

Rate110838

Amount 1421

Compacting original ground supporting subgrade /sub-base Loosening of the ground upto a level of 300 mm below the subgrade / sub-base level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade constuction as per Technical Specification Clause 303.5.2

Quantity1620

Rate41634

Amount 25.7

Brick Masonry Retaining-Wall(Height-2meter)

Quantity-

Rate-

Amount -

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. upto 3m depth

Quantity1077.96

Rate519685

Amount 482.1

P.C.C grade M 15 ( using jhama brick aggregate ) Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.

Quantity1575.48

Rate13691567

Amount 8690.41

Quantity900

Rate295740

Amount 328.6

Filling in foundation trenches as per drawing & technical specification Clause 305.3.9 I) Sand filling

Quantity124.38

Rate230936

Amount 1856.7

Construction of road side pucca drain with M10 ( 1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm (a) In Ordinary Soil

Quantity509

Rate1620234

Amount 3183.17

Road side Pucca Drains in ordinary soil

Quantity-

Rate-

Amount -

Quantity1815

Rate218708

Amount 120.5

I) Maintenanace of Hume pipe type(EXISTING)

Quantity-

Rate-

Amount -

Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909 of Specification for Rural Roads including cost of cement, sand, brick, boulders etc. as required and as per direction complete.

Quantity8

Rate24274

Amount 3034.2

ii)Maintenance of Culvert slab type (EXISTING)

Quantity-

Rate-

Amount -

Maintenance of slab type culvert by way of clearing, cleaning, erosion,repairs to cracks, parapet walls and protection works. Removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909 of Specification for Rural Roads including cost of all materials viz. cement, sand, bricks, boulders etc. as required and as per direction complete.

Quantity18

Rate99216

Amount 5512

PMGSY Informatory Sign Board with Logo

Quantity-

Rate-

Amount -

Providing and fixing of typical PMGSY "Logo board/Logo Board at starting point" as per drawing and specifications of NRRDA having 1.6 mm thick 2 nos. 600 x 600 mm MS Sheet and 1.6 mm thick 2 nos. 1100 x 300 mm MS plate facing both sides of the alignment duly welded all Board with vertical square Post and 2 nos horizontal MS flats on back, embedding leg of MS square post of 75mm x 75mm of 12 SWG sheet in M-15 grade cement concrete 600 mm square size and 750 mm below the ground level and keeping 50mm height above the ground level, two coats of Epoxy painting on MS square flats and back side of the MS sheets over a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming of rearside of the MS plates with Bands and letterings of different shades and sizes as directed and specified in the approved design with oil bound ready mixed synthetic paint complete in all respect. The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, all labour, fabricating and welding charges, cost of paintings and primer, cost of carriage & fixing and all other incidental charges in this regard complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading and lighting etc.

Quantity-

Rate-

Amount -

(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)

Quantity3

Rate37673

Amount 12557.64

Providing and fixing 'Logo' of PMGSY Project

Quantity-

Rate-

Amount -

Logo of PMGSY Project: 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 25mm x 5mm 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 75mm 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 1700.1

Quantity4

Rate50231

Amount 12557.64

Providing and fixing "Citizen's Information Board" for PMGSY Project

Quantity-

Rate-

Amount -

Quantity3

Rate50155

Amount 16718.21

Kilometre Stone ( with RCC M15 grade using jhama brick aggregate ) :

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

i) 5th Kilometre Stone (Precast) :

Quantity1

Rate5496

Amount 5495.58

ii) Ordinary Kilometre Stone (Precast) :

Quantity9

Rate30836

Amount 3426.21

iii) 200 Metre Stone (Precast) :

Quantity40

Rate35639

Amount 890.98

Boundary Pillar : Plain cement concrete M15 grade (using jhama brick aggregate and reinforcement) boundary piller /local stone of standard design as per IRC: 25 fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704.

Quantity198

Rate163833

Amount 827.44

Providing and fixing typical "Maintenance Information Board" Providing and fixing of typical maintenance board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. 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 structure will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1- Board "A".

Quantity1

Rate12548

Amount 12547.82

Guard Post

Quantity-

Rate-

Amount -

construction of RCC guide post of 250 mm dia and total 600 mm long (300 mm below GL) & M15 gerade (with jhama brick aggregate) cast - in-situ with 20 mm nominal size aggregate , true to line and grade tollerance of vertical RCC post not to exceed 1 in 500 as per drawing & technical specification clause 1401.6 In ordinary soil

Quantity95

Rate51899

Amount 546.31

Traffic Signs ( using jhama brick aggregate in CC/ PCC )

Quantity-

Rate-

Amount -

Quantity-

Rate-

Amount -

ii) with 600 mm equilateral triangle MS sheeting

Quantity220

Rate592544

Amount 2693.38

iii) with 600 mm circular MS sheeting

Quantity824

Rate2312787

Amount 2806.78

vi) with 600 mm x 600 mm square MS sheeting

Quantity560

Rate1610269

Amount 2875.48

Direction and place identification signs with size more than 0.9 sqm sign board ( using jhama brick aggregate in CC /PCC)

Quantity-

Rate-

Amount -

Quantity26

Rate117200

Amount 4507.68

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work

Quantity-

Rate-

Amount -

Quantity1962

Rate310585

Amount 158.3

Quantity195

Rate57779

Amount 296.3

Quantity981

Rate717111

Amount 731

Maintenance

Quantity-

Rate-

Amount -

Total for 1st year maintenance (including 18% GST)

Quantity9.84

Rate389664

Amount 39600

Total for 2nd year maintenance (including 18% GST)

Quantity9.84

Rate462047

Amount 46956

Total for 3rd year maintenance (including 18% GST)

Quantity9.84

Rate1377600

Amount 140000

Total for 4th year maintenance (including 18% GST)

Quantity9.84

Rate1771200

Amount 180000

Total for 5th year maintenance (including 18% GST)

Quantity9.84

Rate2066400

Amount 210000

● The upgradtion cost is inclusive of GST @ 18% and ● Maintenance amount is pre-specified by the authority as mentioned above.

Quantity-

Rate170341173

Amount -

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Pradhan Mantri Gram Sadak Yojana Tender

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