Rural Management And Development Department Tender

The Rural Management And Development Department has issued a formal invitation for competitive bids for Mrl11-nsh To Namok And Other 2 Works in East Sikkim, Sikkim, with an estimated contract value of Rs. 13,76,87,752. The bid opening date for this tender is 31-01-2024 and the last date for bid submission is 19-02-2024. Interested bidders for Rural Management And Development Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Rural Management And Development Department Tender

Works

Civil And Construction

Drainage Work

Eprocure

East Sikkim, Sikkim

Opening Date31 Jan 2024

Closing Date19 Feb 2024

Tender Amount₹ 13,76,87,752

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Costs

EMD
₹ 34,42,194
Document Cost
₹ 1,00,000
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2024_CESDA_131702_9
Bid Award Id
View
Tender No
SKPMGSY III
Tender Authority
Rural Management And Development Department View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

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Documents

Tender Notice-14.1 MBTendernotice_1.pdf

NIT

BOQ-1617.0 kBBOQ_207143.xls

BoQ

Document-311.2 MBsbd30.pdf

SBD

Document-21.5 MBPMGSYADDENDUM.pdf

Document-179.2 kBTender_Detail_2024...Tender_Detail_2024_CESDA_131702_9.html

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BOQ Items

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Quantity-

Rate-

Amount -

View all details for FREE

Carriage on Surface road

Quantity52122.62

Rate216308

Amount 4.15

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

Quantity315

Rate106281

Amount 337.4

Carriage on Un Surface road

Quantity2925.51

Rate14598

Amount 4.99

Informatory Sign board with Logo

Quantity1

Rate14388

Amount 14388.58

Carriage on Un Surface road

Quantity386.6

Rate3297

Amount 8.53

H.S. Drain

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity266.72

Rate22799

Amount 85.48

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Cost of Haulage for Stock materials Excluding Loading and Unloading(Bitumen/Emulsion)

Quantity-

Rate-

Amount -

Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) in side walls thickness of 23 cm (hill side) and 30 cm (road side) and 1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including providing & laying guard stones complete, as per the direction of the Engineer in Charge. As per Clause 13.2 of SOR other works

Quantity1325

Rate2624069

Amount 1980.43

Carriage on Un Surface road

Quantity7491.54

Rate37382

Amount 4.99

Carriage on Un Surface road

Quantity3723.04

Rate18577

Amount 4.99

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading (Sand)

Quantity-

Rate-

Amount -

Preparation and surface treatment of formation by remocing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1

Quantity18720

Rate55411

Amount 2.96

Stone Chips For MSS

Quantity-

Rate-

Amount -

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity134501.78

Rate558182

Amount 4.15

Loading & Unloading

Quantity322

Rate95395

Amount 296.26

Loading & Unloading

Quantity516.58

Rate44157

Amount 85.48

Carriage on Surface road

Quantity44367.4

Rate184124

Amount 4.15

Carriage on Un Surface road

Quantity1689.13

Rate8428

Amount 4.99

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 andother deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material.

Quantity976.69

Rate458322

Amount 469.26

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

Quantity164.46

Rate211763

Amount 1287.63

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

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

Quantity19656

Rate900441

Amount 45.81

Loading & Unloading

Quantity3076.29

Rate262961

Amount 85.48

Carriage on Surface road

Quantity314704.47

Rate1306023

Amount 4.15

Fixing of Ordinary KM stone

Quantity4

Rate9694

Amount 2423.72

RC SLAB CULVERT (1X1X1.5)

Quantity13

Rate8746983

Amount 672844.87

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Quantity19162.5

Rate595570

Amount 31.08

Carriage on Surface road

Quantity42573.43

Rate176679

Amount 4.15

Loading & Unloading

Quantity352.87

Rate30163

Amount 85.48

Fixing of citizen board

Quantity2

Rate28777

Amount 14388.58

Fixing of road cautionary Sign

Quantity-

Rate-

Amount -

Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum concrete along the vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of the Engineer- in - Charge. As per Clause 13.5 of SOR other works. (Including Excavation and Stone Soling)

Quantity4992

Rate5138115

Amount 1029.27

Carriage on Un Surface road

Quantity1726.83

Rate8616

Amount 4.99

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 andother deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material.

Quantity564.33

Rate264817

Amount 469.26

Carriage on Un Surface road

Quantity8512.92

Rate42479

Amount 4.99

Carriage on Surface road

Quantity27482.84

Rate114053

Amount 4.15

Loading & Unloading

Quantity192

Rate56881

Amount 296.26

Cross Drainage Work

Quantity-

Rate-

Amount -

Fixing of Ordinary KM stone

Quantity7

Rate16966

Amount 2423.72

Profile Correction 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(CTB), (CTBS), (MSS)

Quantity7343.85

Rate1881641

Amount 256.22

ii) 600mm Circular

Quantity6.67

Rate41601

Amount 6239.87

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.(Stone Chips)

Quantity-

Rate-

Amount -

Carriage on Un Surface road

Quantity788

Rate3932

Amount 4.99

Carriage on Surface road

Quantity67662.57

Rate280799

Amount 4.15

Construction of Panelled cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

Quantity1532.87

Rate12396704

Amount 8087.23

Construction of hard shoulders with GSB material 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 -

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)

Quantity-

Rate-

Amount -

Flexiable Pavement

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity228.43

Rate19525

Amount 85.48

Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.1 By Manual Means

Quantity0.78

Rate69202

Amount 88494.12

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

Quantity15328.69

Rate702207

Amount 45.81

Construction of hard shoulders with GSB material 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 -

Carriage on Un Surface road

Quantity3878.31

Rate19352

Amount 4.99

Loading & Unloading

Quantity126.95

Rate37610

Amount 296.26

Carriage on Surface road

Quantity26334.2

Rate109286

Amount 4.15

Protection Work (Retaining Wall, Breast Wall)

Quantity-

Rate-

Amount -

Only Shoulder Portion (GSB)

Quantity488.3

Rate950959

Amount 1947.49

Flexiable Pavement

Quantity-

Rate-

Amount -

Carriage on Un Surface road

Quantity19498.75

Rate97298

Amount 4.99

Carriage on Surface road

Quantity46955.91

Rate194867

Amount 4.15

ii) 600mm Circular

Quantity10.33

Rate64476

Amount 6239.87

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Maintenance Information board

Quantity1

Rate14388

Amount 14388.58

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).

Quantity96

Rate427909

Amount 4457.39

Fixing of 5th KM stone

Quantity1

Rate4182

Amount 4182.03

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

RCC SLAB CULVERT (1X2X2)

Quantity5

Rate3867107

Amount 773421.58

i) 900mm equilateral triangle

Quantity13.33

Rate92058

Amount 6904.55

Stone Chips For CTB

Quantity-

Rate-

Amount -

Only Shoulder Portion (Earthen)

Quantity976.6

Rate250224

Amount 256.22

Carriage on Surface road

Quantity16065

Rate66669

Amount 4.15

Removing Pipe

Quantity53.34

Rate37609

Amount 705.09

RCC SLAB CULVERT (1X1X1.5)

Quantity4

Rate2713108

Amount 678277.05

Protection Work (Retaining Wall, Breast Wall)

Quantity-

Rate-

Amount -

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity82.2

Rate24352

Amount 296.26

Carriage on Un Surface road

Quantity4

Rate19

Amount 4.99

Carriage on Un Surface road

Quantity507.8

Rate2533

Amount 4.99

Loading & Unloading

Quantity505.85

Rate43239

Amount 85.48

Loading & Unloading

Quantity307

Rate90951

Amount 296.26

Loading & Unloading

Quantity504.19

Rate81679

Amount 162

Carriage on Un Surface road

Quantity2580.21

Rate12875

Amount 4.99

Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base

Quantity2457

Rate5035375

Amount 2049.4

Loading & Unloading

Quantity234.62

Rate20055

Amount 85.48

Loading & Unloading

Quantity368.36

Rate31487

Amount 85.48

TACK COAT-

Quantity-

Rate-

Amount -

Stone Chips For CTSB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity11032

Rate45782

Amount 4.15

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

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.

Quantity178.84

Rate338781

Amount 1894.38

Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base

Quantity-

Rate-

Amount -

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base

Quantity67.61

Rate330582

Amount 4889.63

Carriage on Un Surface road

Quantity328.8

Rate1640

Amount 4.99

i) 900mm equilateral triangle

Quantity20.67

Rate142696

Amount 6904.55

Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum concrete along the vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of the Engineer- in - Charge. As per Clause 13.5 of SOR other works. (Including Excavation and Stone Soling)

Quantity6461

Rate6650113

Amount 1029.27

Loading & Unloading

Quantity2461.04

Rate210369

Amount 85.48

Carriage on Un Surface road

Quantity2327.17

Rate11612

Amount 4.99

Loading & Unloading

Quantity159.25

Rate47179

Amount 296.26

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

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

Quantity169.5

Rate229904

Amount 1356.37

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

Quantity455

Rate153517

Amount 337.4

Carriage on Un Surface road

Quantity15599

Rate77839

Amount 4.99

Carriage on Un Surface road

Quantity4131.19

Rate20614

Amount 4.99

Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3)

Quantity1062.63

Rate4818923

Amount 4534.92

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity3962.65

Rate27064

Amount 6.83

Carriage on Un Surface road

Quantity6379.54

Rate31833

Amount 4.99

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

Quantity208

Rate70179

Amount 337.4

Carriage on Un Surface road

Quantity2284

Rate11397

Amount 4.99

Loading & Unloading

Quantity1933

Rate441632

Amount 228.47

Carriage on Un Surface road

Quantity1490.03

Rate7435

Amount 4.99

Loading & Unloading

Quantity197

Rate58363

Amount 296.26

TACK COAT-

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity9792

Rate40636

Amount 4.15

Carriage on Un Surface road

Quantity1963.06

Rate9795

Amount 4.99

Carriage on Un Surface road

Quantity275.18

Rate1373

Amount 4.99

Loading & Unloading

Quantity3924.14

Rate335435

Amount 85.48

Carriage on Surface road

Quantity7806.09

Rate32395

Amount 4.15

Carriage on Surface road

Quantity76753.68

Rate318527

Amount 4.15

Carriage on Surface road

Quantity340615.7

Rate1413555

Amount 4.15

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Un Surface road

Quantity19073

Rate95174

Amount 4.99

RCC SLAB CULVERT (1X1X1.5)

Quantity7

Rate4771111

Amount 681587.39

Fixing of citizen board

Quantity2

Rate28777

Amount 14388.58

Flexiable Pavement

Quantity-

Rate-

Amount -

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (5% of Cement in CTB)

Quantity-

Rate-

Amount -

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base

Quantity44.58

Rate217979

Amount 4889.63

Carriage on Surface road

Quantity27870.6

Rate115662

Amount 4.15

Loading & Unloading

Quantity241.02

Rate20602

Amount 85.48

Providing and applying tack coat with bitumen emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification Clause: 503

Quantity15328.69

Rate233915

Amount 15.26

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

i) 900mm equilateral triangle

Quantity13.33

Rate92058

Amount 6904.55

Loading & Unloading

Quantity229.5

Rate19617

Amount 85.48

Loading & Unloading

Quantity967.38

Rate156715

Amount 162

Carriage on Un Surface road

Quantity768

Rate3832

Amount 4.99

Carriage on Surface road

Quantity59144.24

Rate245448

Amount 4.15

Loading & Unloading

Quantity454.67

Rate38864

Amount 85.48

Loading & Unloading

Quantity884.26

Rate75586

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Flexiable Pavement

Quantity-

Rate-

Amount -

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material

Quantity64.08

Rate82007

Amount 1279.76

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity23411

Rate97155

Amount 4.15

Carriage on Un Surface road

Quantity1288

Rate6427

Amount 4.99

Carriage on Un Surface road

Quantity1260

Rate6287

Amount 4.99

Profile Correction 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

Quantity757.79

Rate194161

Amount 256.22

Stone Chips For MSS

Quantity-

Rate-

Amount -

Informatory Sign board with Logo

Quantity1

Rate14388

Amount 14388.58

Loading & Unloading

Quantity197

Rate58363

Amount 296.26

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material

Quantity96.69

Rate123739

Amount 1279.76

Carriage on Surface road

Quantity297355.97

Rate1234027

Amount 4.15

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).

Quantity160

Rate713182

Amount 4457.39

(CTB)

Quantity1922.69

Rate4168404

Amount 2168.01

Only Shoulder Portion (GSB)

Quantity778.6

Rate1474964

Amount 1894.38

H.S. Drain

Quantity-

Rate-

Amount -

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause Sandy material

Quantity105.99

Rate135641

Amount 1279.76

Carriage on Un Surface road

Quantity269.18

Rate1343

Amount 4.99

Construction of hard shoulders with GSB material 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 -

Loading & Unloading

Quantity469.45

Rate76051

Amount 162

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Fixing of 5th KM stone

Quantity1

Rate4182

Amount 4182.03

Preparation and surface treatment of formation by remocing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1

Quantity14649

Rate43361

Amount 2.96

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 andother deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material.

Quantity899.8

Rate422241

Amount 469.26

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (4% of Cement in CTSB)

Quantity-

Rate-

Amount -

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clauses 802, 803, 1202 & 1203 M10 Base

Quantity89.89

Rate439538

Amount 4889.63

Carriage on Surface road

Quantity116500.26

Rate483476

Amount 4.15

Carriage on Surface road

Quantity24585.48

Rate102029

Amount 4.15

Loading & Unloading

Quantity724.95

Rate117441

Amount 162

Stone Chips For CTB

Quantity-

Rate-

Amount -

Carriage on Un Surface road

Quantity788

Rate3932

Amount 4.99

Maintenance Information board

Quantity1

Rate14388

Amount 14388.58

RCC SLAB CULVERT (1X2X2)

Quantity2

Rate1539255

Amount 769627.8

Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base (With Referance with Section 400 Clause 401.2.2 Table 400-4 cement, Clause 401.2.2 Table 400-1, Grading

Quantity1965.6

Rate4261440

Amount 2168.01

Loading & Unloading

Quantity68.8

Rate20381

Amount 296.26

Carriage on Surface road

Quantity4192.2

Rate17397

Amount 4.15

Providing and applying tack coat with bitumen emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification Clause: 503

Quantity19656

Rate299950

Amount 15.26

Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)

Quantity89.89

Rate84793

Amount 943.28

Carriage on Surface road

Quantity44838.86

Rate186081

Amount 4.15

Loading & Unloading

Quantity3144.96

Rate268831

Amount 85.48

Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)

Quantity44.58

Rate42051

Amount 943.28

Road Furniture

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity251764.26

Rate1044821

Amount 4.15

T06- DSM to Ghor Sr Sec School

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity97287.91

Rate403744

Amount 4.15

Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum concrete along the vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of the Engineer- in - Charge. As per Clause 13.5 of SOR other works. (Including Excavation and Stone Soling)

Quantity4883

Rate5025925

Amount 1029.27

Carriage on Un Surface road

Quantity24329.69

Rate121405

Amount 4.99

Fixing of citizen board

Quantity2

Rate28777

Amount 14388.58

Fixing of road cautionary Sign

Quantity-

Rate-

Amount -

Maintenance Information board

Quantity1

Rate14388

Amount 14388.58

Loading & Unloading

Quantity475.83

Rate40674

Amount 85.48

Cement along with Crushed Rock or combination as per clause 401.2.2 and Table 400-I Grading-I in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base

Quantity-

Rate-

Amount -

Fixing of road cautionary Sign

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity104881.52

Rate435258

Amount 4.15

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

Quantity321

Rate413329

Amount 1287.63

MRL11-NSH to Namok

Quantity-

Rate-

Amount -

Road Furniture

Quantity-

Rate-

Amount -

Slab

Quantity15.86

Rate22782

Amount 1436.47

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

Quantity61.86

Rate83905

Amount 1356.37

RCC SLAB CULVERT (1X2X2)

Quantity1

Rate763236

Amount 763236.07

Carriage on Surface road

Quantity7109.2

Rate29503

Amount 4.15

Carriage on Surface road

Quantity18032

Rate74832

Amount 4.15

Carriage on Surface road

Quantity71610.17

Rate297182

Amount 4.15

Carriage on Un Surface road

Quantity768

Rate3832

Amount 4.99

Loading & Unloading

Quantity493.18

Rate79895

Amount 162

Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.1 By Manual Means

Quantity0.49

Rate43185

Amount 88494.12

Loading & Unloading

Quantity441.47

Rate37736

Amount 85.48

Loading & Unloading

Quantity53.65

Rate15894

Amount 296.26

Carriage on Surface road

Quantity68164.7

Rate282883

Amount 4.15

Loading & Unloading

Quantity662.41

Rate56622

Amount 85.48

Carriage on Un Surface road

Quantity4017.25

Rate20046

Amount 4.99

Preparation and surface treatment of formation by remocing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1

Quantity29197.5

Rate86424

Amount 2.96

Cross Drainage Work

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity67.29

Rate19936

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Only Shoulder Portion (Earthen)

Quantity998.4

Rate255810

Amount 256.22

Fixing of 5th KM stone

Quantity1

Rate4182

Amount 4182.03

TACK COAT-

Quantity-

Rate-

Amount -

Fixing of 200mtr stone

Quantity20

Rate13949

Amount 697.45

Loading & Unloading

Quantity315

Rate93321

Amount 296.26

Fixing of Ordinary KM stone

Quantity4

Rate9694

Amount 2423.72

Protection Work (Retaining Wall, Breast Wall)

Quantity-

Rate-

Amount -

Carriage on Un Surface road

Quantity15258.44

Rate76139

Amount 4.99

Carriage of Stock Materials (Cement )

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

Quantity786.1

Rate172902

Amount 219.95

Loading & Unloading

Quantity459

Rate39235

Amount 85.48

Carriage on Surface road

Quantity12587

Rate52236

Amount 4.15

Carriage on Un Surface road

Quantity1228

Rate6127

Amount 4.99

Loading & Unloading

Quantity2515.97

Rate215064

Amount 85.48

Carriage on Un Surface road

Quantity3249.2

Rate16213

Amount 4.99

Carriage on Un Surface road

Quantity5374.6

Rate26819

Amount 4.99

Below foundation

Quantity152.12

Rate312303

Amount 2053.01

Carriage on Un Surface road

Quantity4340.01

Rate21656

Amount 4.99

Carriage on Surface road

Quantity45488.76

Rate188778

Amount 4.15

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

H.S. Drain

Quantity-

Rate-

Amount -

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement) (4% of Cement in CTSB )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity11032

Rate45782

Amount 4.15

Carriage on Un Surface road

Quantity4436.89

Rate22140

Amount 4.99

Carriage on Surface road

Quantity35489.41

Rate147281

Amount 4.15

ii) 600mm Circular

Quantity6.67

Rate41601

Amount 6239.87

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

Quantity258.48

Rate332826

Amount 1287.63

Carriage on Un Surface road

Quantity4

Rate19

Amount 4.99

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

Quantity1005.9

Rate221247

Amount 219.95

Carriage on Surface road

Quantity6529.25

Rate27096

Amount 4.15

Loading & Unloading

Quantity469.25

Rate40111

Amount 85.48

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading.

Quantity-

Rate-

Amount -

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Cost of Haulage for Stock materials Excluding Loading and Unloading(Cement)

Quantity-

Rate-

Amount -

(CTBS)

Quantity2403.35

Rate4925429

Amount 2049.4

Stone Chips For MSS

Quantity-

Rate-

Amount -

T10-Jhusing 5th Mile to NH10

Quantity-

Rate-

Amount -

Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3)

Quantity796.05

Rate3610009

Amount 4534.92

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity237884.77

Rate987221

Amount 4.15

Only Shoulder Portion (GSB)

Quantity499.2

Rate958928

Amount 1920.93

Loading & Unloading

Quantity571

Rate169164

Amount 296.26

Carriage on Surface road

Quantity119180.85

Rate494600

Amount 4.15

Road Furniture

Quantity-

Rate-

Amount -

Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type "B") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge

Quantity19656

Rate4224074

Amount 214.9

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

Quantity984.1

Rate216452

Amount 219.95

Carriage on Un Surface road

Quantity637

Rate3178

Amount 4.99

Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type "B") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge

Quantity15328.69

Rate3294135

Amount 214.9

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Informatory Sign board with Logo

Quantity1

Rate14388

Amount 14388.58

Loading & Unloading

Quantity647.94

Rate55386

Amount 85.48

Construction of hard shoulders with GSB material 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 -

Carriage on Un Surface road

Quantity4106.93

Rate20493

Amount 4.99

Stone masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704, 1202 and 1204 Coursed Rubble masonry In cement mortar (1:3)

Quantity514.58

Rate2333588

Amount 4534.92

Carriage on Un Surface road

Quantity214.6

Rate1070

Amount 4.99

Cost of Haulage for Non-Stock materials Excluding Loading and Unloading. Stone chips for CTB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity40957.13

Rate169972

Amount 4.15

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

Quantity19226.81

Rate880780

Amount 45.81

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Un Surface road

Quantity3202.78

Rate15981

Amount 4.99

Carriage on Surface road

Quantity9012.28

Rate37400

Amount 4.15

Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.1 By Manual Means

Quantity0.5

Rate44247

Amount 88494.12

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

Quantity76.56

Rate103843

Amount 1356.37

Cement Treated Crushed Rock or combination as per clause 403 and Table in Sub-base/base, Providing, Laying and spreading Material on a prepared sub-base,adding the designed quantity of cement to the spread material, mixing in place with rotavator, grading with motor grade and compactig with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base

Quantity3065.74

Rate6646550

Amount 2168.01

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).

Quantity82

Rate365505

Amount 4457.39

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity851.31

Rate137912

Amount 162

Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type "B") as per table 500.15 of specification 509 of MORD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75kg per 10sqm area, including cost of all materials (excluding seigniorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge

Quantity19226.81

Rate4131842

Amount 214.9

Only Shoulder Portion (Eaarthen)

Quantity1557.2

Rate398985

Amount 256.22

Carriage on Surface road

Quantity6223.45

Rate25827

Amount 4.15

Loading & Unloading

Quantity192

Rate56881

Amount 296.26

Carriage on Surface road

Quantity75244.42

Rate312264

Amount 4.15

Providing and applying tack coat with bitumen emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification Clause: 503

Quantity19226.81

Rate293401

Amount 15.26

Fixing of 200mtr stone

Quantity31

Rate21620

Amount 697.45

Providing and laying hand packed stone soling in buildings works with clean hard selected stones all complete. Details for 10cum. (manual means)

Quantity67.61

Rate63774

Amount 943.28

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Fixing of 200mtr stone

Quantity20

Rate13949

Amount 697.45

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