Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works

Civil And Construction

Bridge Construction

Eprocure

Nagpur, Maharashtra

Opening Date21 Aug 2024

Closing Date28 Aug 2024

Tender Amount₹ 6,12,27,387

Notes

Download

Costs

EMD
₹ 3,07,000
Document Cost
₹ 17,700
Tender Fee
Refer Documents

Summary

Construction Of Submersible Bridge 1- At Ch. 7.00 2- At Ch. 9.780 3- At Ch. 9.900 On Msh-06 To Ashola To Kohala To Khapari (m) To Khairi (kh) To Khapari (g) To Sh-344 Road Tah. Hingna

Description

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1) Construction of Submerssible Bridge at CH 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road Tah. Hingna 2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road Tah. Hingna 3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road Tah. Hingna

Contact

Tender Id
2024_CEMAH_136029_8
Tender No
T.No.07/PMGSY-III-Bridge/24-25
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-12.2 MBTendernotice_1.pdf

NIT-07

BOQ-1486.4 kBBOQ_213228.xls

BOQ

Document-25.5 MBFinalSBD-MH-17050....FinalSBD-MH-17050.pdf

SBD

Document-147.0 kBTender_Detail_2024...Tender_Detail_2024_CEMAH_136029_8.html

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

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View all details for FREE

(I) Manual Means (C) Reinforced Cement Concrete

Quantity-

Rate-

Amount -

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity6.75

Rate13719

Amount 2032.5

600MM TO 900 MM Ø PIPE Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202

Quantity-

Rate-

Amount -

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity42

Rate19815

Amount 471.8

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.

Quantity-

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Amount -

(i) Upto 3m depth

Quantity-

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Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity1623.68

Rate872971

Amount 537.65

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity3610.27

Rate1941061

Amount 537.65

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity3470.16

Rate1865731

Amount 537.65

Ordinary Rock Not Required Blasting

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity246.09

Rate165384

Amount 672.05

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity217.13

Rate145922

Amount 672.05

Hard Rock Required Blasting

Quantity-

Rate-

Amount -

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity320.32

Rate333645

Amount 1041.6

II) Hard Rock (Blasting Prohibited)

Quantity-

Rate-

Amount -

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity109.95

Rate105782

Amount 962.1

Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval ofSuperintending Engineer will be necessary)

Quantity-

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Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity757.79

Rate135644

Amount 179

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity1622.36

Rate290402

Amount 179

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity720

Rate144720

Amount 201

Filling annular space around footing in rock as per technical specification Clause 1203.4.3.

Quantity-

Rate-

Amount -

P.C.C grade M 15

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity37.09

Rate231052

Amount 6229.5

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity31.91

Rate198783

Amount 6229.5

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity144.98

Rate824914

Amount 5689.85

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

Quantity-

Rate-

Amount -

P.C.C grade M 15

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity154.09

Rate946058

Amount 6139.65

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity104.32

Rate640488

Amount 6139.65

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity149.2

Rate835520

Amount 5600

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

Quantity-

Rate-

Amount -

P.C.C. grade M 25 foundation

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity49.72

Rate353601

Amount 7111.85

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity59.13

Rate420523

Amount 7111.85

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity65.22

Rate425214

Amount 6519.7

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

Quantity-

Rate-

Amount -

R.C.C. grade M 30 foundation

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity203.58

Rate1508252

Amount 7408.65

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity280.5

Rate2078126

Amount 7408.65

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

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity10.46

Rate655093

Amount 62628.45

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity18.01

Rate1127938

Amount 62628.45

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

Quantity-

Rate-

Amount -

P.C.C. grade M 25 abutment

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity216.66

Rate1638372

Amount 7561.95

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity290.92

Rate2199922

Amount 7561.95

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity92.27

Rate643103

Amount 6969.8

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

Quantity-

Rate-

Amount -

R.C.C. grade M 30

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity296.52

Rate2348453

Amount 7920.05

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity433.56

Rate3433816

Amount 7920.05

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity119.58

Rate876479

Amount 7329.65

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

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity19.81

Rate1246143

Amount 62911.1

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity28.94

Rate1820332

Amount 62911.1

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity12.63

Rate795133

Amount 62980.9

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

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity245.42

Rate641491

Amount 2613.85

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity295.15

Rate771477

Amount 2613.85

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity78.46

Rate144876

Amount 1846.5

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

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity935.25

Rate3024364

Amount 3233.75

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity722.85

Rate2337516

Amount 3233.75

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity266.05

Rate767780

Amount 2885.85

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

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity211

Rate38634

Amount 183.1

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity418

Rate76535

Amount 183.1

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity84

Rate15380

Amount 183.1

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

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity105.62

Rate336130

Amount 3182.45

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity95.7

Rate304560

Amount 3182.45

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity132.32

Rate319559

Amount 2415.05

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity211.23

Rate471761

Amount 2233.4

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity191.4

Rate1194556

Amount 6241.15

Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity181.21

Rate427284

Amount 2357.95

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity73.5

Rate173309

Amount 2357.95

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity113.56

Rate192387

Amount 1694.15

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

Quantity-

Rate-

Amount -

R.C.C. Grade M 30

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity188.86

Rate1762767

Amount 9333.85

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity215.3

Rate2009577

Amount 9333.85

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity97.57

Rate853093

Amount 8743.4

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

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity19.69

Rate250331

Amount 12715.25

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity22.5

Rate286093

Amount 12715.25

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity10.13

Rate122764

Amount 12124.85

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

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity12.92

Rate837526

Amount 64814

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity14.81

Rate959895

Amount 64814

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity9.57

Rate621197

Amount 64883.8

Providing tar paper bearing including laying in proper position etc. complete.

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity34.98

Rate3463

Amount 99

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity33.77

Rate3343

Amount 99

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity17.1

Rate1692

Amount 99

Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity214.02

Rate232425

Amount 1086

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity34.42

Rate37380

Amount 1086

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity0.12

Rate130

Amount 1086

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity118.97

Rate199786

Amount 1679.3

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity482.01

Rate809439

Amount 1679.3

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity69.3

Rate116375

Amount 1679.3

Providing and fixing 90cm x 60cm Marble plate engraving 10cm. Height letter, figures including painting the lefters/ figures with approved colour and shade complete

Quantity-

Rate-

Amount -

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity1

Rate7644

Amount 7644

Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity826

Rate2230

Amount 2.7

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity1416.99

Rate3825

Amount 2.7

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity600

Rate1620

Amount 2.7

Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with all lead and lift as per Technical Specification Clause 301.4

Quantity-

Rate-

Amount -

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity150

Rate1920

Amount 12.8

Excavation for roadwork in soil with hydraulic excavator of 0.9 One Cubic Meter 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 a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity142

Rate8030

Amount 56.55

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity246.89

Rate13961

Amount 56.55

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity376.28

Rate21278

Amount 56.55

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 -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity127.8

Rate7457

Amount 58.35

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity222.2

Rate12965

Amount 58.35

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity376.28

Rate21955

Amount 58.35

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

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity311.18

Rate118512

Amount 380.85

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity205.99

Rate78451

Amount 380.85

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity677.8

Rate258140

Amount 380.85

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.

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity240.51

Rate99005

Amount 411.65

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity602.98

Rate248216

Amount 411.65

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity407.81

Rate164938

Amount 404.45

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.

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity89.3

Rate158503

Amount 1774.95

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity281.82

Rate500216

Amount 1774.95

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity172.54

Rate328136

Amount 1901.8

Providing, laying, spreading and compacting 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.

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity28.88

Rate88946

Amount 3080.4

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity100.13

Rate308425

Amount 3080.4

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity152.5

Rate356377

Amount 2336.9

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.

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity28.88

Rate89236

Amount 3090.45

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity100.13

Rate309431

Amount 3090.45

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity61.11

Rate132196

Amount 2163.25

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

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity585

Rate32204

Amount 55.05

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity1335

Rate73491

Amount 55.05

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity794.63

Rate41678

Amount 52.45

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 granular surfaces treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity585

Rate10149

Amount 17.35

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity1335

Rate23162

Amount 17.35

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity794.63

Rate13071

Amount 16.45

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.

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity585

Rate95852

Amount 163.85

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity1335

Rate218739

Amount 163.85

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity794.63

Rate110334

Amount 138.85

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

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity585

Rate35714

Amount 61.05

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity1335

Rate81501

Amount 61.05

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity794.63

Rate43466

Amount 54.7

Reinforced cement concrete M15 grade boundary pillars/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

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity40

Rate24168

Amount 604.2

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity140

Rate84588

Amount 604.2

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity105.95

Rate64014

Amount 604.2

Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity40

Rate119600

Amount 2990

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity84

Rate251160

Amount 2990

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 1700.1

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity1

Rate14907

Amount 14907.35

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity1

Rate14907

Amount 14907.35

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity1

Rate14907

Amount 14907.35

MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity1

Rate24106

Amount 24106.7

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity1

Rate24106

Amount 24106.7

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity1

Rate24106

Amount 24106.7

Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of mm made out of mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity2

Rate7694

Amount 3847

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity2

Rate7694

Amount 3847

Sign Board of MMGSY / PMGSY Project Information : Providing and fixing of typical retro reflective MMGSY / PMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Three Plates ACP (Aluminum Composite Panel), material specificaitons as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity2

Rate54295

Amount 27147.8

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity2

Rate54295

Amount 27147.8

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity1

Rate27147

Amount 27147.8

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity67

Rate24522

Amount 366

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity140

Rate51240

Amount 366

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity106

Rate38796

Amount 366

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity57.75

Rate38461

Amount 666

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity90.75

Rate60439

Amount 666

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity21.19

Rate14112

Amount 666

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

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity12

Rate2398

Amount 199.9

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity12

Rate2398

Amount 199.9

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity11.88

Rate2374

Amount 199.9

Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)""

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity60

Rate294720

Amount 4912

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity320

Rate1571840

Amount 4912

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity40

Rate196480

Amount 4912

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

Quantity-

Rate-

Amount -

1) Construction of Submerssible Bridge at CH: 9+900 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity30

Rate214198

Amount 7139.95

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity15

Rate107099

Amount 7139.95

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

Quantity-

Rate-

Amount -

2) Construction of Submerssible Bridge at CH: 9+780 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity47.7

Rate292861

Amount 6139.65

Providing and laying pitching of cement concrete blocks of size as per Table 1300.2, cast in cement concrete of grade M-15

Quantity-

Rate-

Amount -

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity264.65

Rate1508888

Amount 5701.45

Providing concrete for plain cement concrete M-10 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Quantity-

Rate-

Amount -

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity28.13

Rate158526

Amount 5635.5

Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings

Quantity-

Rate-

Amount -

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity56

Rate46032

Amount 822

800mm x 600mm Rectangular Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of 4mm aluminum sheet bonded with white retro reflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

Quantity-

Rate-

Amount -

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity1

Rate9788

Amount 9788

600 mm Equilatral and Triangle Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600mm made out of 3mm aluminum sheet bonded with white retro reflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

Quantity-

Rate-

Amount -

3) Construction of Submerssible Bridge at CH: 7+000 on MSH-06 To Ashola to Kohala to Khapari (M) to Khairi (KH) to Khapari (G) to SH-344 Road

Quantity2

Rate7694

Amount 3847

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