Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Eprocure
Opening Date1 Feb 2019
Closing Date21 Feb 2019
Tender Amount₹ 1,11,71,000 
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Costs

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BOQ Items

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Loosening of the ground upto a level of 150 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2 of MORD etc. complete as per direction of the Engineer-in-Charge.

630

12461

19.78

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Earthwork embankment in hard soils with all leads and lifts including breacking of clods, ramming, sectioning, watering and compacting with power road roller of 8-10 T capacity, to 97% proctor's density for finished item of work including all labour, T&P articles required for the work etc. complete as oer clause 301, 305 of specification of road and bridge works of MORD.etc. complete as per direction of the Engineer-in-Charge

6544.99

1083523

165.55

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Granular sub-base/base/surface course with admixture of sand and moorum (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with tractor 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.etc. complete as per direction of the Engineer-in-Charge

780.73

1368440

1752.77

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Earthwork in shoulder in hard soil having CBR value not less than 5 with all leads & lifts including breaking of clods, sectioning, watering, compacting to 97% proctor density for finished items of work including all labour , T&P articles required for the work complete as per Clause 401.4 as per Technical Specification Clause no. 301, 305 of MORD etc. complete as per direction of the Engineer-in-Charge

371.25

284373

765.99

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MORD by manual means etc. complete as per direction of the Engineer-in-Charge.

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i) Grading No.-2

410.07

1281882

3126.01

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ii) Grading No.-3

265.22

806412

3040.54

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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 Clause 502 of MORD for low porosity surface. etc. complete as per direction of the Engineer-in-Charge.

3536.25

123662

34.97

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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 of MORD.etc. complete as per direction of the Engineer-in-Charge .

3536.25

43177

12.21

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-60/ 70 penetration grade bitumen 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 Type C as per Technical Specification Clause 508 of MORD by manual means i.e., without paver finisher.etc. complete as per direction of the Engineer-in-Charge

3536.25

487472

137.85

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-B as per Technical Specification Clause 510 of MORD with S-60/70 grade bitumen laid by manual means i.e., without chips spreader etc. complete as per direction of the Engineer-in-Charge.

3476.25

198250

57.03

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Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309 of MORD etc. complete as per direction of the Engineer-in-Charge

3130

57216

18.28

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

102.31

626543

6123.97

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Construction of un-reinforced, 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 aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the 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, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14days, drawing and Technical Specification Clause 150 1501 and as per direction of the E-I-C.

347.63

2052205

5903.42

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Earth work in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material for Ordinary soil. etc. complete as per direction of the Engineer-in-Charge

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i) Without dewatering

327.93

89219

272.07

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Backfilling in Foundation Trenches with sand as per drawing and technical specification Clause 305.3.9 &1108 of MORD etc. complete as per direction of the Engineer-in-Charge

128.26

103530

807.19

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Plain Cement Concrete M15 using 40mm and down graded stone aggregate in levelling course below open foundation as per drawings & Technical Specification Clause 802,803, 1109, 1202, 1203 etc. complete as per direction of the Engineer-in-Charge

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Foundation

185.26

871325

4703.26

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Sub-structure

49.45

245584

4966.31

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Providing and laying reinforced cement concrete pipe NP3 for culverts on concrete bedding including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 of MORD etc. complete as per direction of the Engineer-in-Charge.

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a) 350 mm dia in single row

22.5

33513

1489.48

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b) 600 mm dia In single row

22.5

59527

2645.68

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c) 1000 mm dia In single row

7.5

45087

6011.72

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R.C.C. M20 in foundation with h.b.g. chips including centering, shuttering, cost, conveyance, royalty, taxes complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 etc. complete as per direction of the Engineer-in-Charge

2.7

17611

6522.86

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Providing Concrete for Plain/ reinforced concrete in open foundation (1:3:6) complete as per drawing and technical specifications Clauses 802,803,1202 & 1203

25.2

125151

4966.31

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Supplying, fitting, and placing HYSD bar (Fe 415) reinforcement complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 of MORD etc. complete as per direction of the Engineer-in-Charge

2.7

17179

6362.84

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Providing Rough stone dry packing in aprons & revetment with h.g.stone of approved quality and size including cost & conveyance of materials, royalty, taxes, curing etc. complete as per direction of the Engineer-in-charge.

49.5

102622

2073.18

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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 etc. complete as per direction of the Engineer-in-Charge

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600mm equilateral and triangle

3

4948

1649.51

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600mm circular

5

8622

1724.58

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800 x 600mm rectangular

3

5523

1841.03

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Providing & fixing RCC guard post of M-15 grade Concrete of standard design as per IRC-25 fixed position as per drawing and Technical Specifications MORD clause 1704 of MORD etc. complete as per direction of the Engineer-in-Charge.

68

42713

628.14

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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 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 of MORD etc. complete as per direction of the Engineer-in-Charge

1

10910

10910.34

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Providing and fixing of PMGSY Citizen's information board as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The flat Iron frame of both 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 600mm x 600mm x 750mm, 750mm below ground level. Lettering and printing border etc. will be painted with ready mixed synthetic enamel paint of ( framed post & steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 etc. complete as per direction of the Engineer-in-Charge

3

50716

16905.52

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Supplying & fixing of logo of size 600x600mm for PMGSY work made out of M.S.angle of 40x40x5mm size with CR sheet of 2.5mm thick & M.S.Flat bracing of 32x6mm size including 3 coat of painting as per colour specification provided in the drawing including cost, conveyance,royalty & taxes of all materials labour T&P required for the work etc. complete as per direction of the Engineer-in-charge.

2

3849

1924.87

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Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer.etc. complete as per direction of the Engineer-in-Charge

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i) Ordinary kilometer stone

2

3918

1959.08

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ii) 200 m Stone

7

3754

536.38

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Routine Maintenance after completion of construction works (Lump-sum Amount for each year Per Km)

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For 1st Year

1.65

61009

36975.64

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For 2ndYear

1.65

77197

46786.1

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For 3rdYear

1.65

192435

116627.79

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For 4th Year

1.65

231457

140277.01

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For 5th Year

1.65

270995

164239.61



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