Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works

Eprocure

Changlang, Arunachal Pradesh

Opening Date4 Feb 2019

Closing Date18 Feb 2019

Tender Amount₹ 20,14,23,941

Notes

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Costs

EMD
₹ 40,34,000
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Description

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Tender Id
2019_CEAR_73507_1
Bid Award Id
View
Tender No
AR0103084
Tender Authority
Pradhan Mantri Gram Sadak Yojana View
Purchaser Address
-
Website
http://http://omms.nic.in/

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Documents

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Tender Notice-1237.5 kBTendernotice_1.pdf

BOQ-1363.0 kBBOQ_136482.xls

Bill of Quantities

Document-31.2 MBSBD.pdf

Standard Bidding Document

Document-2275.9 kBFORM_OF_BID_FOR_PA...FORM_OF_BID_FOR_PART_I.pdf

FORM OF BID FOR PART I

Document-1273.6 kBForm_of_Bid_for_Pa...Form_of_Bid_for_Part_II.pdf

Form of Bid for Part II

Report Missing Document

BOQ Items

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Quantity-

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Earthwork in Hill Road Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.

Quantity29325.991

Rate-

Amount -

Excavation in Hilly Areas in Hard Rock requiring blasting (A) Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.

Quantity2584.34

Rate-

Amount -

Construction of Embankment with Material Obtained from Roadway Cutting 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

Quantity40626.86

Rate-

Amount -

Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Manual Means

Quantity68.5

Rate-

Amount -

Surface Drains in Ordinary Rock Manual Means

Quantity4569.03

Rate-

Amount -

Surface Drains in Hard Rock

Quantity5250.47

Rate-

Amount -

Compacting Original Ground Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

Quantity26341.2

Rate-

Amount -

Construction of Subgrade and Earthen Shoulders 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 with lead upto 1000 m as per Technical Specification Clause 303.1. For Shoulder

Quantity12587.01

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Amount -

Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

Quantity6927.286

Rate-

Amount -

WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (B) By Mechanical Means

Quantity3790.522

Rate-

Amount -

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (B) By Mechanical Means

Quantity3790.522

Rate-

Amount -

Prime Coat : Low porosity (i) 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

Quantity50540.26

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Amount -

Tack Coat (i) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity50540.26

Rate-

Amount -

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - II By Mechanical Means (iv) Crumb Rubber Modified Bitumen

Quantity50540.26

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, Type B and Type C as per Technical Specification Clause 510 B. By Mechanical Means Case - I : Type A (IV) Crumb Rubber Modified Bitumen

Quantity50540.26

Rate-

Amount -

Providing and Fixing PMGSY Logo Board at starting point Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC, (Size of RCC post 25cmx25cmx90cm below G.L. & 15cm x 15cm x 260cm above G.L.), (Size of board 1x 85cm x 85cm x 7.5cm) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.

Quantity1

Rate-

Amount -

Providing and Fixing Title information Board of PMGSY Project (RCC) Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC, (Size of RCC post 25cm x 25cm x 90cm below G.L. & 15cm x 15cm x 245cm above G.L.), (Size of board 2 x 90cm x 80cm x 7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.

Quantity1

Rate-

Amount -

Reinforced cement concrete M15 grade 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 kilometer stone (precast)

Quantity3

Rate-

Amount -

(ii) Ordinary Kilometer stone (precast)

Quantity14

Rate-

Amount -

Providing edge stones on valley side of formation as per drawing and Technical Specification Clause 1608.2.6

Quantity756

Rate-

Amount -

Construction of Reference Pillar/Back Pillar/Bench mark/Job Pillar as per drawing and specification

Quantity16

Rate-

Amount -

SH:-III SAFETY SIGN

Quantity-

Rate-

Amount -

Traffic Signs Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701

Quantity33.13

Rate-

Amount -

Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4

Quantity158

Rate-

Amount -

SH:-III HP Culvert

Quantity-

Rate-

Amount -

Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Quantity360.18

Rate-

Amount -

Plain cement Concrete M10 (1:3:6 Nominal mix) in leveling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

Quantity32.49

Rate-

Amount -

Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105

Quantity32.31

Rate-

Amount -

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding (B) 1000 mm dia

Quantity56.25

Rate-

Amount -

Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clause 1109 (A) In 1:4 cement mortar

Quantity145.08

Rate-

Amount -

Stone Masonry in cement mortar for substructure complete as per drawing and technical specification Clauses 702, 704, 1202 and 1204 (iii) In 1:5 cement mortar

Quantity112.662

Rate-

Amount -

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 I. Rubble stone laid in cement mortar 1:3

Quantity22.14

Rate-

Amount -

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 III. Brick on edge laid in cement mortar (1:3)

Quantity4.446

Rate-

Amount -

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

Quantity10.962

Rate-

Amount -

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. In 1:4 cement mortar

Quantity13.662

Rate-

Amount -

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling

Quantity31.275

Rate-

Amount -

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Quantity208.458

Rate-

Amount -

SH:-IV CROSS DRAINAGE WORKS: 2.00,3.00,4.00,5.00 & 6.00 M SPAN

Quantity-

Rate-

Amount -

Earthwork in excavation for structures 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.Ordinary soil upto 3 m depth

Quantity4997.269

Rate-

Amount -

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 [Hand Mixing]

Quantity587.228

Rate-

Amount -

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Coursed Rubble masonry (2nd sort) in 1:4 cement mortar

Quantity2242.72

Rate-

Amount -

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. Coursed Rubble masonry (2nd sort) in cement mortar (1:5)

Quantity1631.518

Rate-

Amount -

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 . (I) Granular material

Quantity6299.811

Rate-

Amount -

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe 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

Quantity486

Rate-

Amount -

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C grade M 20 For design mix RCC M 20

Quantity360.984

Rate-

Amount -

Stone masonry in cement mortar 1:3 for parapet Complete as per drawing and technical specifications Clauses 700 and 1208.4 Coursed rubble masonry (1st sort)

Quantity81.672

Rate-

Amount -

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11

Quantity174.11

Rate-

Amount -

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity5.405

Rate-

Amount -

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

Quantity23.596

Rate-

Amount -

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Quantity24.3

Rate-

Amount -

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and 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

Quantity447.005

Rate-

Amount -

Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 Cement concrete grade M 10

Quantity94.977

Rate-

Amount -

Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 Random rubble masonry in case of stone pitching laid with cement mortar (1:5)

Quantity124.2

Rate-

Amount -

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

Quantity48.6

Rate-

Amount -

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling

Quantity378.399

Rate-

Amount -

SH:-V MINOR BRIDGES 10.00,12.00 & 15.00 M SPAN

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 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. Ordinary soil 3 m to 6 m depth

Quantity1692.6

Rate-

Amount -

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6

Quantity67.536

Rate-

Amount -

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25

Quantity328.32

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C. grade M 25

Quantity396.535

Rate-

Amount -

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5)

Quantity86.4

Rate-

Amount -

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25

Quantity443.91

Rate-

Amount -

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Quantity29.808

Rate-

Amount -

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity58.944

Rate-

Amount -

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

Quantity29.945

Rate-

Amount -

Quantity396

Rate-

Amount -

Quantity396

Rate-

Amount -

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

Quantity184.2

Rate-

Amount -

Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, as per technical specifications Clauses 1207.2.3

Quantity76.8

Rate-

Amount -

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity36

Rate-

Amount -

Quantity210

Rate-

Amount -

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

Quantity725.28

Rate-

Amount -

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

Quantity48.6

Rate-

Amount -

SH:-VI PROTECTION WORKS: (Breast Wall (Wire crated boulder) & Retaning Wall 4.00 m Height

Quantity-

Rate-

Amount -

Quantity1626.262

Rate-

Amount -

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Quantity194.805

Rate-

Amount -

Providing and laying wire created boulder structures boulder size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in S.W.G. Wire mesh of 10 cm x 10 cm (woven diagonally) 4mm dia i/c packing with small size stone spalls and carrying of boulders from a lead of 50 mtr and lift up to 1.5 mtr i/c lying properly the mesh by cutting the mouth and hoisting of wire where felt necessary as per direction of Engineer-in-Charge technical specifications Clause 1301. ( Based on SDB Rural Road Chapter-14, Item No.14.2)

Quantity1547.91

Rate-

Amount -

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6

Quantity76.431

Rate-

Amount -

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. Coursed Rubble masonry (2nd sort) in cement mortar (1:5)

Quantity1360.413

Rate-

Amount -

Stone masonry in cement mortar 1:3 for parapet Complete as per drawing and technical specifications Clauses 700 and 1208.4 Coursed rubble masonry (1st sort)

Quantity57.888

Rate-

Amount -

Quantity803

Rate-

Amount -

Quantity401.525

Rate-

Amount -

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 . (I) Granular material

Quantity200.763

Rate-

Amount -

SH:-VII Long Span Bridges (18.00 m, 28.00 m & 35.00 m)

Quantity-

Rate-

Amount -

Quantity1189.508

Rate-

Amount -

Quantity567.777

Rate-

Amount -

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10. Nominal mix 1:3:6

Quantity27.887

Rate-

Amount -

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. PCC Grade M25

Quantity279.74

Rate-

Amount -

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. For height upto 5 m. R.C.C. grade M 25

Quantity476.001

Rate-

Amount -

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C M 25

Quantity171.984

Rate-

Amount -

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Quantity25.697

Rate-

Amount -

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity51.118

Rate-

Amount -

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

Quantity25.083

Rate-

Amount -

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Quantity25.911

Rate-

Amount -

Quantity53.4

Rate-

Amount -

Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.

Quantity158.8

Rate-

Amount -

Quantity12.8

Rate-

Amount -

Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their author

Quantity23.8

Rate-

Amount -

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX complete, including all accessories as per drawing and Technical Specifications.

Quantity84000

Rate-

Amount -

Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

Quantity600

Rate-

Amount -

Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

Quantity600

Rate-

Amount -

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity34

Rate-

Amount -

Quantity255

Rate-

Amount -

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

Quantity1291.771

Rate-

Amount -

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

Quantity29.61

Rate-

Amount -

Providing and inserting dowels bars of 25 mm dia (TMT) to a depth of 400 mm anchored in the hard rock by grouting with cement slurry, as per specification and making good all complete as directed.

Quantity242

Rate-

Amount -

Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6. Steel section

Quantity91.841

Rate-

Amount -

Protection Works :

Quantity-

Rate-

Amount -

Providing & laying of boulder apron laid in wire crates with 14mm dia GI wire conforming to IS : 280 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps 7 joints laid with stone boulder weighing not less than 25 Kg each as per drawing

Quantity368.957

Rate-

Amount -

Providing and laying Pitching on slopes laid over prepared Filter media asper drawing and technical specifications clause 1302 I. Stone Boulder

Quantity241.272

Rate-

Amount -

Providing and laying Filter material underneath Pitching in slopes complete asper drawing and technical specifications clause 1302

Quantity120.637

Rate-

Amount -

SH:- 5 - Years Maintenance

Quantity-

Rate-

Amount -

First Year Maintenance

Quantity-

Rate-

Amount 1315200

Second Year Maintenance

Quantity-

Rate-

Amount 1972800

Third Year Maintenance

Quantity-

Rate-

Amount 2630400

Fourth Year Maintenance

Quantity-

Rate-

Amount 3288000

Fifth Year Maintenance

Quantity-

Rate-

Amount 3945600

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Pradhan Mantri Gram Sadak Yojana Tender

Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

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