Rural Management And Development Department Tender

View complete overview of Sikkim Rural Management And Development Department Tender

Rural Management And Development Department Tender

Works

Civil And Construction

Road Construction

Eprocure

East Sikkim, Sikkim

Opening Date31 Jan 2024

Closing Date19 Feb 2024

Tender Amount₹ 10,77,89,400

Notes

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Costs

EMD
₹ 26,94,735
Document Cost
₹ 1,00,000
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2024_CESDA_131702_25
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

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Tender Notice-14.1 MBTendernotice_1.pdf

NIT

BOQ-1505.9 kBBOQ_207161.xls

BOQ

Document-311.2 MBsbd30.pdf

SBD

Document-21.5 MBPMGSYADDENDUM.pdf

Document-177.9 kBTender_Detail_2024...Tender_Detail_2024_CESDA_131702_25.html

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BOQ Items

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Quantity-

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Preparation and surface treatment of formation by removing 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

Quantity18645

Rate55189

Amount 2.96

Dismentaling

Quantity-

Rate-

Amount -

Below foundation

Quantity184.98

Rate379765

Amount 2053.01

Slab

Quantity47.57

Rate68332

Amount 1436.47

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.

Quantity994.4

Rate254785

Amount 256.22

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.

Quantity1612.49

Rate2638830

Amount 1636.49

Cement Treated 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 -

CTB

Quantity1957.73

Rate4244367

Amount 2168.01

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

Quantity19577.25

Rate896833

Amount 45.81

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

Quantity-

Rate-

Amount -

TACK COAT-

Quantity19577.25

Rate298748

Amount 15.26

Providing, laying of close graded premix surfacing (Mixed seal surfacing) material of 25mm thickness by hot mix plant using hard 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

Quantity19577.25

Rate4207151

Amount 214.9

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity9408.83

Rate39046

Amount 4.15

Carriage on Un Surface road

Quantity105.72

Rate527

Amount 4.99

Loading & Unloading

Quantity70.48

Rate20879

Amount 296.26

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity10486

Rate43516

Amount 4.15

Carriage on Un Surface road

Quantity294

Rate1467

Amount 4.99

Loading & Unloading

Quantity196

Rate58066

Amount 296.26

a) Stone Chips For CTB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity149538.87

Rate620586

Amount 4.15

Carriage on Un Surface road

Quantity5826.19

Rate29072

Amount 4.99

Loading & Unloading

Quantity2505.89

Rate214203

Amount 85.48

b) Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity39370.78

Rate163388

Amount 4.15

Carriage on Un Surface road

Quantity1533.93

Rate7654

Amount 4.99

Loading & Unloading

Quantity659.75

Rate56395

Amount 85.48

ROAD FURNITUIRE

Quantity-

Rate-

Amount -

Informatory Sign board with Logo

Quantity1

Rate14388

Amount 14388.58

Fixing of citizen board

Quantity2

Rate28777

Amount 14388.58

Maintenance Information board

Quantity1

Rate14388

Amount 14388.58

i) 900mm equilateral triangle

Quantity20

Rate138091

Amount 6904.55

ii) 600mm Circular

Quantity6.67

Rate41601

Amount 6239.87

Fixing of 5th KM stone

Quantity1

Rate4182

Amount 4182.03

Fixing of Ordinary KM stone

Quantity5

Rate12118

Amount 2423.72

Fixing of 200mtr stone

Quantity20

Rate13949

Amount 697.45

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

Quantity1001.9

Rate220367

Amount 219.95

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).

Quantity500

Rate2228695

Amount 4457.39

HILL CUTTING

Quantity-

Rate-

Amount -

Excavation in soil in hilly areas by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 meters.

Quantity9142.65

Rate915910

Amount 100.18

Excavation in hilly areas in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metters.

Quantity6095.1

Rate932306

Amount 152.96

Cost of haulage excluding loading and unloading.

Quantity53332.13

Rate221328

Amount 4.15

SLIP CLEARANCE

Quantity-

Rate-

Amount -

Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.

Quantity10234.58

Rate679269

Amount 66.37

Cost of haulage excluding loading and unloading.

Quantity35570

Rate147615

Amount 4.15

Mixed Filling

Quantity-

Rate-

Amount -

Granular Material

Quantity346.5

Rate469982

Amount 1356.37

Sandy Material

Quantity519.75

Rate665155

Amount 1279.76

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity24812.87

Rate102973

Amount 4.15

Carriage on Un Surface road

Quantity966.74

Rate4824

Amount 4.99

Loading & Unloading

Quantity415.8

Rate35542

Amount 85.48

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity37219.3

Rate154460

Amount 4.15

Carriage on Un Surface road

Quantity1450.1

Rate7236

Amount 4.99

Loading & Unloading

Quantity623.7

Rate53313

Amount 85.48

H.S. DRAIN

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

Quantity1783.2

Rate1835394

Amount 1029.27

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

Quantity1200

Rate2376516

Amount 1980.43

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity6792.22

Rate28187

Amount 4.15

Carriage on Un Surface road

Quantity190.44

Rate950

Amount 4.99

Loading & Unloading

Quantity126.96

Rate37612

Amount 296.26

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity14777.96

Rate61328

Amount 4.15

Carriage on Un Surface road

Quantity575.77

Rate2873

Amount 4.99

Loading & Unloading

Quantity208.61

Rate17831

Amount 85.48

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity24969.26

Rate103622

Amount 4.15

Carriage on Un Surface road

Quantity972.83

Rate4854

Amount 4.99

Loading & Unloading

Quantity418.42

Rate35766

Amount 85.48

Stone

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity22578.47

Rate93700

Amount 4.15

Carriage on Un Surface road

Quantity1188.34

Rate5929

Amount 4.99

Loading & Unloading

Quantity360.1

Rate58336

Amount 162

PROTECTION WALL(BREAST WALL & RETAINING WALL)

Quantity-

Rate-

Amount -

Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out,construction of shoring and bracing, removal of stumps andother deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches withexcavated suitable material..

Quantity1781.26

Rate835873

Amount 469.26

Stone Soiling for road works Providing & laying hand packed stone soling of specified thickness with clean hard selected stones including hammer dressing of stone for laying as per required level and camber including packing with broken stones obtained from hammer dressing to fill the voids to give uniform surface as directed by the Engineer-in-Charge all complete but excluding carriage and consolidation using:

Quantity138.48

Rate130626

Amount 943.28

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

Quantity124.88

Rate610592

Amount 4889.63

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)

Quantity1390.77

Rate6307030

Amount 4534.92

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

Quantity192.84

Rate246788

Amount 1279.76

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

Quantity128.4

Rate174157

Amount 1356.37

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

Quantity428.4

Rate551620

Amount 1287.63

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

Quantity60.6

Rate20446

Amount 337.4

Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 70% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.

Quantity319.73

Rate1468400

Amount 4592.67

Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing less not less than 40 kgs each.

Quantity72.43

Rate155523

Amount 2147.1

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity14977.72

Rate62157

Amount 4.15

Carriage on Un Surface road

Quantity419.94

Rate2095

Amount 4.99

Loading & Unloading

Quantity279.96

Rate82940

Amount 296.26

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity70693.63

Rate293378

Amount 4.15

Carriage on Un Surface road

Quantity2754.3

Rate13743

Amount 4.99

Loading & Unloading

Quantity718.29

Rate61399

Amount 85.48

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity45367.5

Rate188275

Amount 4.15

Carriage on Un Surface road

Quantity1805.92

Rate9011

Amount 4.99

Loading & Unloading

Quantity734.43

Rate62778

Amount 85.48

b)Stone

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity98638.5

Rate409349

Amount 4.15

Carriage on Un Surface road

Quantity5010.04

Rate25000

Amount 4.99

Loading & Unloading

Quantity1518.19

Rate245947

Amount 162

CROSS DRAINAGE WORK

Quantity-

Rate-

Amount -

RCC SLAB CULVERTS (1x1x1.5)

Quantity6

Rate3933484

Amount 655580.75

RCC SLAB CULVERTS (1x2x2)

Quantity2

Rate1487726

Amount 743863.47

RCC SLAB CULVERTS (1x6x6)

Quantity1

Rate1845838

Amount 1845838.68

MRL01-Intake to Jhakridhunga

Quantity-

Rate-

Amount -

Flexiable Pavement

Quantity-

Rate-

Amount -

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

Quantity0.8

Rate70795

Amount 88494.12

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

Quantity29778.75

Rate88145

Amount 2.96

Construction shoulders with approved material 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

Quantity-

Rate-

Amount -

Only Shoulder Portion (Earthen)

Quantity1588.2

Rate406928

Amount 256.22

Only Shoulder Portion (GSB)

Quantity794.1

Rate1299536

Amount 1636.49

Dismentaling

Quantity-

Rate-

Amount -

Below foundation

Quantity30.83

Rate63294

Amount 2053.01

Slab

Quantity7.93

Rate11391

Amount 1436.47

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

Quantity-

Rate-

Amount -

CTSB

Quantity3908.46

Rate8009991

Amount 2049.4

CTB

Quantity3126.77

Rate6778877

Amount 2168.01

Quantity31267.69

Rate1432372

Amount 45.81

TACK COAT-

Quantity-

Rate-

Amount -

Quantity31267.69

Rate477144

Amount 15.26

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

Quantity31267.69

Rate6719426

Amount 214.9

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity18685.57

Rate77545

Amount 4.15

Carriage on Un Surface road

Quantity450.26

Rate2246

Amount 4.99

Loading & Unloading

Quantity112.56

Rate33348

Amount 296.26

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity20658

Rate85730

Amount 4.15

Carriage on Un Surface road

Quantity1252

Rate6247

Amount 4.99

Loading & Unloading

Quantity313

Rate92729

Amount 296.26

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity20658

Rate85730

Amount 4.15

Carriage on Un Surface road

Quantity1252

Rate6247

Amount 4.99

Loading & Unloading

Quantity313

Rate92729

Amount 296.26

Stone Chips For CTSB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity333438.28

Rate1383768

Amount 4.15

Carriage on Un Surface road

Quantity31017.52

Rate154777

Amount 4.99

Loading & Unloading

Quantity5002.83

Rate427641

Amount 85.48

Stone Chips For CTB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity266751.34

Rate1107018

Amount 4.15

Carriage on Un Surface road

Quantity24814.08

Rate123822

Amount 4.99

Loading & Unloading

Quantity4002.27

Rate342114

Amount 85.48

Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity238457.08

Rate989596

Amount 4.15

Carriage on Un Surface road

Quantity6533.07

Rate32600

Amount 4.99

Loading & Unloading

Quantity1053.72

Rate90072

Amount 85.48

Road Furniture

Quantity-

Rate-

Amount -

Informatory Sign board with Logo

Quantity1

Rate14388

Amount 14388.58

Fixing of citizen board

Quantity2

Rate28777

Amount 14388.58

Maintenance Information board

Quantity1

Rate14388

Amount 14388.58

900mm equilateral triangle

Quantity32

Rate220945

Amount 6904.55

600mm Circular

Quantity10.67

Rate66560

Amount 6239.87

Fixing of 5th KM stone

Quantity1

Rate4182

Amount 4182.03

Fixing of Ordinary KM stone

Quantity7

Rate16966

Amount 2423.72

Fixing of 200mtr stone

Quantity32

Rate22318

Amount 697.45

Quantity1595.7

Rate350974

Amount 219.95

Quantity462

Rate2059314

Amount 4457.39

H.S. Drain

Quantity-

Rate-

Amount -

Quantity6352.8

Rate6538746

Amount 1029.27

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity13542.9

Rate56203

Amount 4.15

Carriage on Un Surface road

Quantity820.78

Rate4095

Amount 4.99

Loading & Unloading

Quantity205.2

Rate60791

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity22525

Rate93478

Amount 4.15

Carriage on Un Surface road

Quantity2197.56

Rate10965

Amount 4.99

Loading & Unloading

Quantity298.58

Rate25522

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity39800.93

Rate165173

Amount 4.15

Carriage on Un Surface road

Quantity3702.41

Rate18475

Amount 4.99

Loading & Unloading

Quantity597.16

Rate51045

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity36701.4

Rate152310

Amount 4.15

Carriage on Un Surface road

Quantity5646.37

Rate28175

Amount 4.99

Loading & Unloading

Quantity641.63

Rate103944

Amount 162

Slip Clearance

Quantity-

Rate-

Amount -

Slip clearance i/c breaking, removing and throwing of spoils of mixed slip with boulders within a lead of 30m and lift of 1.5m complete.

Quantity4880.93

Rate200459

Amount 41.07

Hill Cutting

Quantity-

Rate-

Amount -

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in acordance 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

Quantity16088.1

Rate692110

Amount 43.02

Excavation in Ordinary Rock using Hydraulic Excavation and Tippers with disposal upto 1000 m.Excavation for roadway in ordinary rock wih hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines,grades and cross-sections as per Technical Specification Clause 302.3.5

Quantity4022.03

Rate278364

Amount 69.21

Cost of haulage

Quantity70385.44

Rate292099

Amount 4.15

Protection Work

Quantity-

Rate-

Amount -

Quantity1268.18

Rate595107

Amount 469.26

Quantity129.64

Rate122282

Amount 943.28

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

Quantity123.8

Rate605355

Amount 4889.63

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)

Quantity1442.04

Rate6539540

Amount 4534.92

Quantity61.16

Rate280896

Amount 4592.67

Quantity31.04

Rate66652

Amount 2147.1

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

Quantity114.24

Rate146199

Amount 1279.76

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

Quantity263.85

Rate357878

Amount 1356.37

Quantity425.7

Rate548144

Amount 1287.63

Quantity649

Rate218972

Amount 337.4

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity14568.76

Rate60460

Amount 4.15

Carriage on Un Surface road

Quantity882.96

Rate4405

Amount 4.99

Loading & Unloading

Quantity220.74

Rate65396

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity77380.29

Rate321128

Amount 4.15

Carriage on Un Surface road

Quantity7549.3

Rate37670

Amount 4.99

Loading & Unloading

Quantity681.63

Rate58265

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity43816.03

Rate181836

Amount 4.15

Carriage on Un Surface road

Quantity4075.91

Rate20338

Amount 4.99

Loading & Unloading

Quantity648.15

Rate55403

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity79031.67

Rate327981

Amount 4.15

Carriage on Un Surface road

Quantity12158.72

Rate60672

Amount 4.99

Loading & Unloading

Quantity1381.67

Rate223831

Amount 162

Cross Drainage Work

Quantity-

Rate-

Amount -

RCC SLAB CULVERTS

Quantity-

Rate-

Amount -

(1x1x1.5)

Quantity11

Rate7263952

Amount 660359.28

(1x2x2)

Quantity3

Rate2254312

Amount 751437.65

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Rural Management And Development Department Tender