Jharkhand State Rural Road Development Authority Tender

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Jharkhand State Rural Road Development Authority - JSRRDA Tender

Works
Eprocure
Opening Date3 May 2018
Closing Date10 May 2018
Tender Amount₹ 1,88,03,424 
Notes
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Costs

Description

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BOQ Items

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Construction of subgrade and earthen shoulders with approved materials 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 500m as per Technical Specification 301.4.1

4300

943248

219.36

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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.

2500

1328775

531.51

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Provding, laying, spreading amd compacting WBM Gr.- II (Size 63mm to 45mm) stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand pacing, rolling with three wheel 80-100KN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the intersticws of coarse aggregate, watering and compaction to the required density Grading 2 as per Technical Specificatin Clause 405 including carriage of all materials, all taxes, royalty etc. complete job.

1600

2889280

1805.8

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Provding, laying, spreading amd compacting WBM Gr.- III (Size 53mm to 22.4mm) stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand pacing, rolling with three wheel 80-100KN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the intersticws of coarse aggregate, watering and compaction to the required density Grading 3 as per Technical Specificatin Clause 405. BY Manual Means

1600

2933056

1833.16

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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

21375

911216

42.63

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Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.

21375

302242

14.14

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Providing, laying and rolling of open-graded premix carpet with hot mix plant (30-40t per hour) of 20mm thickness composed of 13.2mm to 5.6 mm aggregates bitumen (S-90) to required line, grade and level to serve as wearing course on a previously prepared base, 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 Type A as per Technical

21375

3035677

142.02

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Providing and laying seal coat type "B" by mechanical means (with mini hot mix plant) for sealing the voids in a bituminous surface laid to the specified levels, grade and crossfall with bitumen grade S-65 as per technical specification Clause 510 (including carriage of all materials, all taxes, royalty etc., complete job)

21375

930667

43.54

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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain 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 aggregaes 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 bacher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork 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 bridge/culvert and construction joints, admixtures as approved, curin of concrete slabs for 14-days.

300

1703559

5678.53

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Kilometre Stone - Reinforced cement concrete M-15 grade kilometre stone/local stone of standard design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORD Technical Specification Clause 1703 (including carriage of all materials, all taxes, royalty etc. complete job)

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-

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5th Kilometer Stone (precast)

1

2543

2543.81

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Kilometer Stone (precast)

6

9174

1529.13

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200m Kilometer Stone (precast)

25

10664

426.58

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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450×450×600mm, 600mm below ground level as per Drawings and Technical Specification Clause 801.

1

3671

3671.4

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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 plare duly welded with MS flat iron 25mm x 5mm size on back on edges.the lower plate will be welded with MSangle iron frame of 25mmx25mmx5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mmx75mm of 12SWG sheet tubes post duly embeded in cement concrete M-15 grade blocks of 450mm x450mm x 600mm, 600mmbelow graund level. the top most diamond plate will be welded to middle plate by 47mmx47mm og 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

1

9827

9827.99

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Providing and erecting direction and place identification retro reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on mild steel angle iron post 75mmx75mmx6mm, 2Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450×450×600mm, 600mm below ground level as per approved Drawings and Technical Specification Clause 1701.

1

10638

10638.67

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Direction and place identification signs more than 0.90 sqm size board Providing and erecting direction and place identification of semi reflective sign board as per IRC:67 made of 2mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour,Supported and welded on two nos. 47mmx47mm of 12 SWG square tube of 3050mm height duly strengthened by 25mmx5mm MS flat iron on edges of back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawing and technical Specification Clause 1701.

1

2326

2326.26

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Earthwork in excavattion in all kinds of soil for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps and other deleterious material and disposal upto lead of 50 M, dressing of side in upto 3.0 m depth.

500

99445

198.89

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Earthwork in excavattion in all kinds of Hard soil for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps and other deleterious material and disposal upto lead of 50 M, dressing of side in upto 6.0 m depth.

11.36

3117

274.43

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Providing P.C.C. & R.C.C. M-100 in Bed and top with nominal mix (1:3:6) with approved quality of stoneof 20mm to 6mm size and clean coarse and sand of F.M 2.5 TO 3.5 IN Foundation and plinth including mixing cement concrete in mixer, Screening, all taxes and royalities with hire charges of machinery all complete job with cost of all labours and materials as per MOST SPECIFICATION

40

168179

4204.48

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Providing and laying PCC or RCC M-15 with nominal mix (1:2.5:5) with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F .M. (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well of reinforcement, its cutting, bending, binding and placing but including necessary tools and plants and vibrating, curing, royalty all taxes etc. complete job as per specification and direction of E/l

24

99982

4165.93

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Providing & fixing precast cement concrete coping 1:2:4 mix 50mm thick complete as per specification.

15

82131

5475.46

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Pointing on Stone masonary in cement sand mortar 1:3 Raised and cut pointing

15.08

755

50.12

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Providing rough dreses coarse stone masonary in C.M. (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 m3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, racking out joints to 20mm depth curing, taxes and royalties all complete job as per specification.

150

467326

3115.51

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Providing rough dreses coarse stone masonary in C.M. (1:4) in super structure with hammer dressed stone of less than 0.03 m3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, racking out joints to 20mm depth curing, taxes and royalties all complete job as per specification.

100

311551

3115.51

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Providing and laying reinforced cement concrete pipe NP3 (1000 mm dia) for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106

30

168587

5619.59

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Providing cement plaster(1:4) on stone masonary with clean coarse sand of F.M. 1.5 including screening and curing with all leads and lifts of water, scaffolding,taxes and royalties all complete job as per building specification and direction of E/I.

980

131721

134.41

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Providing 1.5 mm thick cement net punning -do -do- all complete job as per specification and direction of E/I.

660

24697

37.42

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providing White washing, theree coats over new surface with approved quality of Lime including cost of cleaning surface thoroughly and removing the scales of smoke and mash marks with jhama rubbing scaffloding, washing of floors and taxes all complete as per specification.

335.4

4239

12.64

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Providing Stone boulder pitching with stone boulders of minimum size and weight as per table 1300.1, no gragment weighing not less than 25 kg laid dry complete as per drawing and technical specification clause 1301 ( including carriage of materials, all taxes, royalty etc. compelte job)

19.09

29215

1530.4

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Routine maintenance after completion of construction work

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-

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For Ist year

1

172085

172085.55

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For 2nd year

1

242656

242656.45

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For 3rd year

1

301300

301300.72

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For 4th year

1

359944

359944.99

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For 5th year

1

443205

443205.25



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