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

Eprocure

East Sikkim, Sikkim

Opening Date31 Jan 2024

Closing Date19 Feb 2024

Tender Amount₹ 7,46,83,200

Email

Download

Costs

EMD
₹ 18,67,080
Document Cost
₹ 50,000
Tender Fee
Refer Documents

Description

Unlock the Tender details for free

Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user

Contact

Tender Id
2024_CESDA_131702_4
Bid Award Id
View
Tender No
SKPMGSY III
Tender Authority
Rural Management And Development Department View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

Unlock the Tender details for free

GEM & Bid Advisory Services

Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost

Request Call Back

Documents

Tender Notice-14.1 MBTendernotice_1.pdf

NIT

BOQ-1529.9 kBBOQ_207137.xls

BOQ

Document-211.2 MBsbd.pdf

SBD

Document-167.1 kBTender_Detail_2024...Tender_Detail_2024_CESDA_131702_4.html

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

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

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

Quantity18532.5

Rate54856

Amount 2.96

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. Only Shoulder Portion (GSB)

Quantity988.4

Rate253247

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.

Quantity1745.16

Rate3082872

Amount 1766.53

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

Quantity1476.56

Rate3201203

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

Quantity19459.13

Rate891422

Amount 45.81

TACK COAT-

Quantity-

Rate-

Amount -

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

Quantity19459.13

Rate296946

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

Quantity19459.13

Rate4181765

Amount 214.9

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity7600.73

Rate31543

Amount 4.15

Carriage on Un Surface road

Quantity105.08

Rate524

Amount 4.99

Loading & Unloading

Quantity70.05

Rate20753

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

Quantity5106

Rate21189

Amount 4.15

Carriage on Un Surface road

Quantity222

Rate1107

Amount 4.99

Loading & Unloading

Quantity148

Rate43846

Amount 296.26

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity317850.75

Rate1319080

Amount 4.15

Carriage on Un Surface road

Quantity4394.25

Rate21927

Amount 4.99

Loading & Unloading

Quantity1890

Rate161557

Amount 85.48

Stone Chips For MSS

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity110284.54

Rate457680

Amount 4.15

Carriage on Un Surface road

Quantity1524.67

Rate7608

Amount 4.99

Loading & Unloading

Quantity655.77

Rate56055

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

Fixing of road cautionary Sign

Quantity-

Rate-

Amount -

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

Quantity4

Rate9694

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

Quantity995.9

Rate219048

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).

Quantity610

Rate2719007

Amount 4457.39

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.

Quantity3357.55

Rate137894

Amount 41.07

Mixed Filling

Quantity-

Rate-

Amount -

Granular Material

Quantity365.63

Rate467912

Amount 1279.76

Sandy Material

Quantity365.63

Rate495922

Amount 1356.37

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity27851.85

Rate115585

Amount 4.15

Carriage on Un Surface road

Quantity1210.95

Rate6042

Amount 4.99

Loading & Unloading

Quantity438.75

Rate37504

Amount 85.48

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity27851.85

Rate115585

Amount 4.15

Carriage on Un Surface road

Quantity1210.95

Rate6042

Amount 4.99

Loading & Unloading

Quantity438.75

Rate37504

Amount 85.48

H.S. Drain

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

Quantity2150

Rate4257924

Amount 1980.43

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity4287.32

Rate17792

Amount 4.15

Carriage on Un Surface road

Quantity186.41

Rate930

Amount 4.99

Loading & Unloading

Quantity124.27

Rate36816

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity14194.13

Rate58905

Amount 4.15

Carriage on Un Surface road

Quantity617.14

Rate3079

Amount 4.99

Loading & Unloading

Quantity223.6

Rate19113

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity75569.44

Rate313613

Amount 4.15

Carriage on Un Surface road

Quantity1044.74

Rate5213

Amount 4.99

Loading & Unloading

Quantity449.35

Rate38410

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity24477.75

Rate101582

Amount 4.15

Carriage on Un Surface road

Quantity1064.25

Rate5310

Amount 4.99

Loading & Unloading

Quantity322.5

Rate52245

Amount 162

Protection Work (Retaining Wall, Breast 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.

Quantity1071.84

Rate502973

Amount 469.26

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

Quantity89.69

Rate84606

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

Quantity131.77

Rate605185

Amount 4592.67

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

Quantity50.14

Rate245166

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)

Quantity707.17

Rate3206945

Amount 4534.92

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.

Quantity284.74

Rate611363

Amount 2147.1

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

Quantity54.88

Rate70235

Amount 1279.76

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

Quantity136.05

Rate184534

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

Quantity245.52

Rate316138

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

Quantity256

Rate86374

Amount 337.4

Carriage of Stock Materials (Cement )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity4936.68

Rate20487

Amount 4.15

Carriage on Un Surface road

Quantity214.64

Rate1071

Amount 4.99

Loading & Unloading

Quantity143.09

Rate42392

Amount 296.26

Carriage of Non-Stock Materials (Sand )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity33956.63

Rate140920

Amount 4.15

Carriage on Un Surface road

Quantity1476.38

Rate7367

Amount 4.99

Loading & Unloading

Quantity345.76

Rate29555

Amount 85.48

Carriage of Non-Stock Materials (Stone Chips )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity70142.84

Rate291092

Amount 4.15

Carriage on Un Surface road

Quantity969.72

Rate4838

Amount 4.99

Loading & Unloading

Quantity408.36

Rate34906

Amount 85.48

Carriage of Non-Stock Materials (Stone )

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity76496.99

Rate317462

Amount 4.15

Carriage on Un Surface road

Quantity3325.96

Rate16596

Amount 4.99

Loading & Unloading

Quantity1007.87

Rate163274

Amount 162

Cross Drainage Work

Quantity-

Rate-

Amount -

RCC SLAB CULVERT (1X1X1.5) (REPAIR)

Quantity1

Rate102663

Amount 102663.35

RCC SLAB CULVERT (1X1X1.5) (NEW PROPOSED)

Quantity2

Rate1339338

Amount 669669.34

RCC SLAB CULVERT (1X1X1.5) (NEW PROPOSED)

Quantity1

Rate760709

Amount 760709.75

T06-Rai Gaon (JNV School) to Priklakha (32 mile)

Quantity-

Rate-

Amount -

FLEXIBLE PAVEMENT

Quantity-

Rate-

Amount -

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.

Quantity14205

Rate441491

Amount 31.08

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

Quantity0.65

Rate57521

Amount 88494.12

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

Quantity24232.5

Rate71728

Amount 2.96

Dismentaling

Quantity-

Rate-

Amount -

Abutment & BELOW FOUNDATION

Quantity197.9

Rate406290

Amount 2053.01

Slab

Quantity47.57

Rate68332

Amount 1436.47

Removing Pipe

Quantity7.62

Rate5372

Amount 705.09

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

Quantity1938.6

Rate3559172

Amount 1835.95

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

Quantity1002.94

Rate2174379

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

Quantity25444.13

Rate1165595

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

Quantity25444.13

Rate388277

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

Quantity25444.13

Rate5467942

Amount 214.9

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity10686.53

Rate44349

Amount 4.15

Loading & Unloading

Quantity89.05

Rate26383

Amount 296.26

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity4011.75

Rate27400

Amount 6.83

Loading & Unloading

Quantity100.29

Rate22914

Amount 228.47

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

Quantity-

Rate-

Amount -

a) Stone Chips For CTSB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity106295.33

Rate725997

Amount 6.83

Loading & Unloading

Quantity802.35

Rate68584

Amount 85.48

a) Stone Chips For CTB

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity59808.32

Rate408490

Amount 6.83

Loading & Unloading

Quantity857.47

Rate73296

Amount 85.48

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

Quantity-

Rate-

Amount -

Fixing of 5th KM stone

Quantity1

Rate4182

Amount 4182.03

Fixing of Ordinary KM stone

Quantity7

Rate16966

Amount 2423.72

Fixing of 200mtr stone

Quantity26

Rate18133

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

Quantity1304.4

Rate286902

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).

Quantity1400

Rate6240346

Amount 4457.39

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.

Quantity1609.56

Rate66104

Amount 41.07

Throwing of spoils

Quantity-

Rate-

Amount -

Loading & Unloading

Quantity6438.23

Rate686765

Amount 106.67

haulage

Quantity-

Rate-

Amount -

haulage

Quantity64382.25

Rate439730

Amount 6.83

H.S DRAIN

Quantity-

Rate-

Amount -

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) (SOR 2020 10.11)

Quantity2545.8

Rate135156

Amount 53.09

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

Quantity800

Rate1584344

Amount 1980.43

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

Quantity2500

Rate2573175

Amount 1029.27

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

Quantity182.81

Rate198458

Amount 1085.58

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

Quantity121.88

Rate595923

Amount 4889.63

Cost of Haulage for Stock materials Excluding Loading and Unloading

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity6160

Rate25564

Amount 4.15

Loading & Unloading

Quantity154

Rate45624

Amount 296.26

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity21360.85

Rate88647

Amount 4.15

Loading & Unloading

Quantity257.98

Rate22052

Amount 85.48

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity35619.15

Rate147819

Amount 4.15

Loading & Unloading

Quantity510.67

Rate43651

Amount 85.48

Stone

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity68822.02

Rate285611

Amount 4.15

Loading & Unloading

Quantity695.17

Rate112617

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.

Quantity662.5

Rate310885

Amount 469.26

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.

Quantity96.77

Rate207783

Amount 2147.1

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

Quantity48.72

Rate52888

Amount 1085.58

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

Quantity32.48

Rate158810

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)

Quantity717.84

Rate3255360

Amount 4534.92

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

Quantity100.73

Rate128907

Amount 1279.76

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

Quantity40.88

Rate55441

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

Quantity244.8

Rate315211

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

Quantity203

Rate68492

Amount 337.4

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity4466

Rate18533

Amount 4.15

Loading & Unloading

Quantity111.65

Rate33077

Amount 296.26

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity20950.2

Rate86943

Amount 4.15

Loading & Unloading

Quantity230.62

Rate19713

Amount 85.48

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

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity2393.44

Rate9932

Amount 4.15

Loading & Unloading

Quantity28.91

Rate2470

Amount 85.48

b)Stone

Quantity-

Rate-

Amount -

Carriage on Surface road

Quantity38149.25

Rate158319

Amount 4.15

Loading & Unloading

Quantity385.35

Rate62426

Amount 162

CULVERT

Quantity-

Rate-

Amount -

RCC SLAB CULVERTS (1X2X2)

Quantity2

Rate1549693

Amount 774846.79

RCC SLAB CULVERTS (1X1X1.5)

Quantity6

Rate4184701

Amount 697450.33

RCC SLAB CULVERTS (1X6X3)

Quantity1

Rate1725243

Amount 1725243.86

Evaluation Notes How It Works ?

Partners

Payment Type

Bank Certification Amount

Bank Guarantee Amount

Additional Info 1

Additional Info 2

Additional Info 3

Additional Info 4

Remarks

Potential Partner

Select Your Requirements

Help me get relevant partners for joint bidding

Help me get relevant material suppliers

Help me get project financing

Disclaimer: BidAssist has made every reasonable effort to ensure that the information is accurate and authentic however it cannot be held liable for any third-party claims or losses of any damages. BidAssist makes no warranty, expressed or implied, as to the results obtained from the use of the information. If you think you may have noticed any error or omission, please let us know by contacting contact@bidassist.com.