Jharkhand State Rural Road Development Authority Tender

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Jharkhand State Rural Road Development Authority - JSRRDA Tender

Works

Eprocure

Koderma, Jharkhand

Opening Date23 Jul 2018

Closing Date31 Jul 2018

Tender Amount₹ 11,63,46,700

Notes

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Costs

EMD
₹ 23,26,934
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Tender Fee
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Description

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Tender Id
2018_CEJHR_66218_11
Bid Award Id
View
Tender No
TenderUpload_NIT23_2018
Tender Authority
Jharkhand State Rural Road Development Authority View
Purchaser Address
-
Website
http://http://omms.nic.in/

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Tender Notice-1Tendernotice_1.pdf

BOQ-1597.0 kBBOQ_123261.xls

BOQ

Document-1931.3 kBJH-MG13RTC-01.pdf

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Compacting Original Ground :-- Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

Quantity8149.2

Rate167792

Amount 20.59

Construction of subgrade and earthen shoulders with lead 250m to 500 m:-- 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 from 250 m to 500 m as per Technical Specification Clause 303.1.

Quantity15076.02

Rate2817406

Amount 186.88

Excavation in Cutting in Soil by manual means with lead upto 50 m:-- Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Quantity5789

Rate539708

Amount 93.23

Construction of Embankment with Material Obtained from Roadway Cutting:-- Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Quantity5789

Rate304964

Amount 52.68

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

Quantity36411.83

Rate4298052

Amount 118.04

Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method (Grading-III) 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.

Quantity3472.32

Rate4108760

Amount 1183.29

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

Quantity1929.07

Rate4344304

Amount 2252.02

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

Quantity1929.07

Rate4196421

Amount 2175.36

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

Quantity25720.91

Rate1112172

Amount 43.24

Tack coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity25720.91

Rate368580

Amount 14.33

Seal coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.

Quantity25720.91

Rate1318711

Amount 51.27

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.

Quantity25720.91

Rate3766827

Amount 146.45

Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

Quantity340.15

Rate67651

Amount 198.89

Plain cement concrete M-10 in levelling course below open foundation of head walls as per drawingand technical specification clause 1109

Quantity68.53

Rate291573

Amount 4254.68

Stone Masonary in C.M.(1:4) in Foundation :-- Stone masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203

Quantity340.42

Rate1117061

Amount 3281.47

Providing and laying 1000 mm Dia RCC pipe NP-3 for culverts on first class bedding of PCC M10 (1:3:6) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head

Quantity50

Rate243116

Amount 4862.32

Providing concrete for plain/reinforced concrete M-15 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20

Quantity2.55

Rate11188

Amount 4387.77

Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face complete as per drawing and technical specification

Quantity85

Rate8740

Amount 102.83

Construction of High Level RCC Bridge across River at Ch:- 1950 M , 3775 M and Ch:- 6656 M

Quantity-

Rate-

Amount -

Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) including dynamic load test for its integrity , length & capacity

Quantity1

Rate1

Amount 1

a) Initial and routine load test

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity2296

Rate688800

Amount 300

Ch:- 3775 M

Quantity2064

Rate619200

Amount 300

Ch:- 6656 M

Quantity2804

Rate841200

Amount 300

b) Lateral load test

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity51.6

Rate258000

Amount 5000

Ch:- 3775 M

Quantity42.4

Rate212000

Amount 5000

Ch:- 6656 M

Quantity49.6

Rate248000

Amount 5000

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity398.6

Rate86117

Amount 216.05

Ch:- 3775 M

Quantity466.83

Rate100858

Amount 216.05

Ch:- 6656 M

Quantity535.06

Rate115599

Amount 216.05

Providing service road etc. all complete job as per specifications and direction of E/I.

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity66

Rate206779

Amount 3133.02

Ch:- 3775 M

Quantity82.5

Rate258474

Amount 3133.02

Ch:- 6656 M

Quantity99

Rate310168

Amount 3133.02

Providing Steel Liner 10 mm thick for Piles including Fabricating and Setting out as per Detailed Drawing.

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity29.09

Rate2397988

Amount 82436.25

Ch:- 3775 M

Quantity9.45

Rate779269

Amount 82436.25

Ch:- 6656 M

Quantity10.5

Rate865580

Amount 82436.25

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity361.8

Rate4592374

Amount 12693.13

Ch:- 3775 M

Quantity390.53

Rate4957098

Amount 12693.13

Ch:- 6656 M

Quantity440.12

Rate5586500

Amount 12693.13

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres(Extra Pile Length). Stripping off RCC M35 in the pile up to cut off level and disposal of debris with all leads and lifts.

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity27.15

Rate21983

Amount 809.57

Ch:- 3775 M

Quantity31.68

Rate25646

Amount 809.57

Ch:- 6656 M

Quantity36.21

Rate29310

Amount 809.57

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity16.59

Rate10764

Amount 648.88

Ch:- 3775 M

Quantity19.4

Rate12586

Amount 648.88

Ch:- 6656 M

Quantity22.21

Rate14409

Amount 648.88

Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity16.59

Rate72373

Amount 4362.71

Ch:- 3775 M

Quantity19.4

Rate84627

Amount 4362.71

Ch:- 6656 M

Quantity22.21

Rate96882

Amount 4362.71

Cement Concrete for Reinforced Concrete M - 35 in Pile Cap complete as per Drawing and Technical Specification

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity278.15

Rate1776405

Amount 6386.41

Ch:- 3775 M

Quantity324.97

Rate2075404

Amount 6386.41

Ch:- 6656 M

Quantity371.79

Rate2374403

Amount 6386.41

Supplying, Fitting and Placing un-coated TMT bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity50.41

Rate3026465

Amount 60033.43

Ch:- 3775 M

Quantity56.05

Rate3364933

Amount 60033.43

Ch:- 6656 M

Quantity63.16

Rate3791591

Amount 60033.43

Carrying out the confirmatory boring for soil investigation for foundation as per clause 2400 of MOST Specification.

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity84.4

Rate59080

Amount 700

Ch:- 3775 M

Quantity94.21

Rate65943

Amount 700

Ch:- 6656 M

Quantity108.37

Rate75859

Amount 700

Providing RCC M-30 Mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of FM-2 …… All complete job as per design Upto 5 m Hieght

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity77.33

Rate506015

Amount 6543.93

Ch:- 3775 M

Quantity49.82

Rate326044

Amount 6543.93

Ch:- 6656 M

Quantity78.61

Rate514405

Amount 6543.93

Providing RCC M-30 Mechanically mixed concrete in abutment Shaft cap and Pier Hammer Head with stone aggregate 20mm nominal size and clean coarse sand of F.M.-2 …………… .All complete job as per design/ Drawing/technical specification and direction of E/I. Upto 5 m Hieght

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity84.08

Rate550200

Amount 6543.93

Ch:- 3775 M

Quantity97.03

Rate634944

Amount 6543.93

Ch:- 6656 M

Quantity113.39

Rate742022

Amount 6543.93

Beyond 5 m and upto 10m Hieght

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity3.82

Rate25585

Amount 6706.54

Supply Fitting & Fixing Elasto-Meric Bearing & seismic Pad :-- Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity364089.6

Rate229376

Amount 0.63

Ch:- 3775 M

Quantity455112

Rate291271

Amount 0.64

Ch:- 6656 M

Quantity546134.4

Rate344064

Amount 0.63

Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity58

Rate6479

Amount 111.71

Ch:- 3775 M

Quantity26

Rate2904

Amount 111.71

Ch:- 6656 M

Quantity46

Rate5138

Amount 111.71

Supplying, fitting and placing TMT Bar reinforcement in substructure complete as per Drawing and Technical Specification.

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity34.04

Rate2047417

Amount 60145.62

Ch:- 3775 M

Quantity37.8

Rate2273384

Amount 60145.62

Ch:- 6656 M

Quantity46.55

Rate2799538

Amount 60145.62

Back filling behind abutment, wing wall and return wall, complete as per Drawing and \technical Specification.(Sandy Material )

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity113.54

Rate96205

Amount 847.36

Ch:- 3775 M

Quantity66.33

Rate56207

Amount 847.36

Ch:- 6656 M

Quantity92.39

Rate78290

Amount 847.36

Providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in CI. 2504.22 of MORTH Specification of not less than 600mm behind abutment, wing and return wall to the full height compacted.

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity60.03

Rate118052

Amount 1966.56

Ch:- 3775 M

Quantity35.07

Rate68973

Amount 1966.56

Ch:- 6656 M

Quantity48.85

Rate96070

Amount 1966.56

Providing RCC M 30 Grade & Super structure :-- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification Beyond 5 m and upto 10m Hieght (T Beam Slab)

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity246.72

Rate1616270

Amount 6551.03

Ch:- 3775 M

Quantity308.4

Rate2186491

Amount 7089.79

Ch:- 6656 M

Quantity370.08

Rate2623789

Amount 7089.79

Providing TMT Bar in all types of RCC work:-- Supplying, fitting and placing TMT bar reinforcement in super-structure complete as per drawing and technical specifications .

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity44.34

Rate2707852

Amount 61064.69

Ch:- 3775 M

Quantity55.43

Rate3384815

Amount 61064.69

Ch:- 6656 M

Quantity66.52

Rate4061778

Amount 61064.69

Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity42.66

Rate455153

Amount 10669.32

Ch:- 3775 M

Quantity52.34

Rate558378

Amount 10669.32

Ch:- 6656 M

Quantity62.01

Rate661604

Amount 10669.32

Providing RCC M30 Grade In Railing:-- Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity153.28

Rate363813

Amount 2373.52

Ch:- 3775 M

Quantity187.68

Rate445462

Amount 2373.52

Ch:- 6656 M

Quantity222.08

Rate527111

Amount 2373.52

Providing Drainage spout:-- Drainage Spouts complete as per drawing and Technical specification

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity24

Rate24278

Amount 1011.6

Ch:- 3775 M

Quantity30

Rate30348

Amount 1011.6

Ch:- 6656 M

Quantity36

Rate36417

Amount 1011.6

Providing PCC M15 grade Below Approach Slab:-- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity5.99

Rate26111

Amount 4362.89

Ch:- 3775 M

Quantity5.99

Rate26111

Amount 4362.89

Ch:- 6656 M

Quantity5.99

Rate26111

Amount 4362.89

Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity11.97

Rate78577

Amount 6564.51

Ch:- 3775 M

Quantity11.97

Rate78577

Amount 6564.51

Ch:- 6656 M

Quantity11.97

Rate78577

Amount 6564.51

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity34

Rate300681

Amount 8843.56

Ch:- 3775 M

Quantity40.8

Rate360817

Amount 8843.56

Ch:- 6656 M

Quantity47.6

Rate420953

Amount 8843.56

Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ IL per sq.m.

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity1000

Rate68680

Amount 68.68

Ch:- 3775 M

Quantity1000

Rate68680

Amount 68.68

Ch:- 6656 M

Quantity1000

Rate68680

Amount 68.68

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

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity2635.54

Rate666975

Amount 253.07

Ch:- 3775 M

Quantity866.37

Rate219252

Amount 253.07

Ch:- 6656 M

Quantity2217.89

Rate561280

Amount 253.07

Granular sub base Gr-III with close graded material as per MORTH CL. 401.

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity50.63

Rate64380

Amount 1271.71

Ch:- 3775 M

Quantity61.88

Rate80975

Amount 1308.7

Ch:- 6656 M

Quantity67.5

Rate88337

Amount 1308.7

Laying Reinforced Cement Concrete Pipe NP3 / Prestressed Concrete Pipe on First Class Bedding .

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity30

Rate179917

Amount 5997.24

Ch:- 3775 M

Quantity37.5

Rate224896

Amount 5997.24

Ch:- 6656 M

Quantity45

Rate269875

Amount 5997.24

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity275.17

Rate515426

Amount 1873.12

Ch:- 3775 M

Quantity212.17

Rate397419

Amount 1873.12

Ch:- 6656 M

Quantity230.17

Rate431136

Amount 1873.12

Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing & Technical Specifications. SOR Item-15.4A (Ref. MORTH CI.2504)

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity200.29

Rate375167

Amount 1873.12

Ch:- 3775 M

Quantity96.65

Rate181044

Amount 1873.12

Ch:- 6656 M

Quantity145.88

Rate273248

Amount 1873.12

Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications. SOR Item-15.5

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity100.15

Rate204272

Amount 2039.77

Ch:- 3775 M

Quantity48.33

Rate98575

Amount 2039.77

Ch:- 6656 M

Quantity72.94

Rate148780

Amount 2039.77

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity483

Rate104352

Amount 216.05

Ch:- 3775 M

Quantity138

Rate29814

Amount 216.05

Ch:- 6656 M

Quantity448.5

Rate96898

Amount 216.05

Providing PCC M-15 Plain/Reinforced cement concrete in Foundation complete as per drawing and Technical Specifications

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity506.63

Rate2283607

Amount 4507.49

Ch:- 3775 M

Quantity144.75

Rate652459

Amount 4507.49

Ch:- 6656 M

Quantity470.44

Rate2120494

Amount 4507.49

Supplying, fitting and placing TMT Bar reinforcement in Foundation complete as per Drawing and Technical Specification.

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity5.44

Rate326581

Amount 60033.43

Ch:- 3775 M

Quantity1.55

Rate93051

Amount 60033.43

Ch:- 6656 M

Quantity5.05

Rate303168

Amount 60033.43

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity94

Rate10500

Amount 111.71

Ch:- 3775 M

Quantity28

Rate3127

Amount 111.71

Ch:- 6656 M

Quantity88

Rate9830

Amount 111.71

Road Furniture of Road work

Quantity-

Rate-

Amount -

Semi Reflective Traffic Signs - Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2

Quantity8

Rate12486

Amount 1560.85

Direction and place indentification signs up to 0.9 sqm size board - (Semi-Reflective Traffic signs) - Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm belowground level as per approved drawing and Technical Specification Clause 1701

Quantity8

Rate18610

Amount 2326.26

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Quantity-

Rate-

Amount -

5th Kilometre Stone (Precast) -

Quantity1

Rate2543

Amount 2543.81

Ordinary Kilometre Stone (Precast)

Quantity7

Rate10703

Amount 1529.13

200 m stone

Quantity28

Rate11944

Amount 426.58

Providing and Fixing 'Logo' of PMGSY / BHARAT NIRMAN PROJECT Project - Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Quantity2

Rate19655

Amount 9827.99

Providing and Fixing 'Logo' of PMGSY Project - Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Two MS Plates of 1.6 mm thick, top plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of Top plate will be welded to 1 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Quantity2

Rate5242

Amount 2621.26

Providing and Fixing 'Logo' of Citizen's information Board - Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Two MS Plates of 1.6 mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. Steel plate will be welded horizontally with 2 nos. 75mm X 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade block of 600mm X 600mm X 750mm, below ground level. The 2 nos steel plate will be welded vertically to 2 nos. 75mm X 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All section of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.01

Quantity2

Rate8494

Amount 4247

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

Quantity48

Rate19038

Amount 396.64

Bridge Furniture

Quantity-

Rate-

Amount -

Numbering & writing Bridge details with 2 coats of enamel paint of approved shade & make including cost of all materials, labour, tools etc. as per SOR Item 8.3

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity3000

Rate1200

Amount 0.4

Ch:- 3775 M

Quantity3000

Rate1200

Amount 0.4

Ch:- 6656 M

Quantity3000

Rate1200

Amount 0.4

Providing and Painting of flood gauge on substructure to full height and 500mm wide including cost of all materials, labour, tools etc.

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity1

Rate5000

Amount 5000

Ch:- 3775 M

Quantity1

Rate5000

Amount 5000

Ch:- 6656 M

Quantity1

Rate5000

Amount 5000

Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing

Quantity-

Rate-

Amount -

Ch:- 1950 M

Quantity1.8

Rate21263

Amount 11812.96

Ch:- 3775 M

Quantity1.8

Rate21263

Amount 11812.96

Ch:- 6656 M

Quantity1.8

Rate21263

Amount 11812.96

Five year of maintenance of Bridge and Road

Quantity-

Rate-

Amount -

1st Year Maintenance

Quantity-

Rate-

Amount -

Road

Quantity1

Rate306900

Amount 306900

Ch:- 1950 M

Quantity1

Rate16432

Amount 16432

Ch:- 3775 M

Quantity1

Rate15686

Amount 15686

Ch:- 6656 M

Quantity1

Rate19272

Amount 19272

2nd Year Maintenance

Quantity-

Rate-

Amount -

Road

Quantity1

Rate361184

Amount 361184

Ch:- 1950 M

Quantity1

Rate24648

Amount 24648

Ch:- 3775 M

Quantity1

Rate23530

Amount 23530

Ch:- 6656 M

Quantity1

Rate28908

Amount 28908

3rd Year Maintenance

Quantity-

Rate-

Amount -

Road

Quantity1

Rate460772

Amount 460772

Ch:- 1950 M

Quantity1

Rate32864

Amount 32864

Ch:- 3775 M

Quantity1

Rate31372

Amount 31372

Ch:- 6656 M

Quantity1

Rate38544

Amount 38544

4th Year Maintenance

Quantity-

Rate-

Amount -

Road

Quantity1

Rate460557

Amount 460557

Ch:- 1950 M

Quantity1

Rate41080

Amount 41080

Ch:- 3775 M

Quantity1

Rate39215

Amount 39215

Ch:- 6656 M

Quantity1

Rate48180

Amount 48180

5th Year Maintenance

Quantity-

Rate-

Amount -

Road

Quantity1

Rate567495

Amount 567495

Ch:- 1950 M

Quantity1

Rate49296

Amount 49296

Ch:- 3775 M

Quantity1

Rate47058

Amount 47058

Ch:- 6656 M

Quantity1

Rate57816

Amount 57816

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