Rural Works Department Tender

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Rural Works Department - RWD Tender

Works
Eprocure
Opening Date1 Mar 2019
Closing Date7 Mar 2019
Tender Amount₹ 1,45,39,388 
Notes
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Description

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BOQ Items

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DO_NOT_SHOW

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Prime Coat (Low Porosity) :- 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 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502

7152.75

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53.83

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

7152.75

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14.26

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Mix Seal Surfacing : Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 Type B

7152.75

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213.49

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Cement Concrete Pavement M30 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

598.5

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7098.23

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Hard Shouldering

420

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504.84

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TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES

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-

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Kilometre Stone

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-

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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

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-

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Kilometre Stone

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-

-

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5th Kilometre Stone (precast)

1

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3688.14

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Ordinary Kilometer Stone (Precast)

4

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2220.01

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200 m stone (precast)

19

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620.85

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Boundry Pillar

60

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477.44

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Two coats white washing on new plastered concrete surface, for culvert and pillars

63.6

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84.19

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Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701

252

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0.45

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(I)Providing and Fixing 'Logo' of PMGSY 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

6

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9551.14

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Retro-reflectorised Traffic Signs :- 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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

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600 mm equilateral & triangle

12

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4049.12

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600 mm Circular

4

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5486.1

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650 mm x 450 mm rectangular

10

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5339.18

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Providing and erecting direction and place Identification of semi reflective sign boards as per IRC-67 made of 2 mm thick MS Steel duly stove enameled paint white color in front …………. …. As per drawing and technical specification of EI.

15

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2837.82

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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface :- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

912

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818.55

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RCC 1 X 1.5 m X 1.0m

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-

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Eartwork in excavation for structure as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious material. Lead of 50 m … …….. Suitable material.

392.37

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243.5

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Sand filling in foundation trenches as per drawing and technical specification clause 305.3.9 and 1108 of MoRD

30.7

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436.4

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Laying brick soling layer on prepared sub grade with brick on end edging according to line graded and cross section shown on the drawing filling joints with sand and earth ….. Rolling with 80-100 kn three wheel roller as per specification clause 412

1.96

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504.84

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providing concrete for plain reinforcement concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202, 1203 PCC M15

46.71

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5493.54

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Brick masonary work in cement mortar (1:4) in foundation excluding pointing and plastering as per technical specification clause 600, 1202, 1203

194.07

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5982.5

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Brick masonary work in cement mortar (1:4) in Super Structure excluding pointing and plastering as per technical specification clause 600, 1202, 1203

78.64

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6279.87

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Supplying fitting and placing HYSD Bar reinforcement in super structure complete as per drawing and technical specification clause 1002, 1010 and 1202

2.68

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68758.76

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Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1203.3.8 (i) Granular material

135.44

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653.32

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Providng weephole in brick masonary/ stone masonary, plain reinforced concrete abutment wing wall return wall with 100 mm dia AC pipe extending through the full width of structure with slope of 1(V):20(H) complete as per

70

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118.6

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Pointing with cement mortar 1:4, 15 mm thick on brick work in sub structure clause 613.4, 1204

153.41

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195.24

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Providing and laying reinforcement cement in sub structure clause 800, 1205.4, 1205.5 (ii) RCC Grade M-25

30.39

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7320.07

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Providing and laying cement concrete wearing course M 30 grade including reinforcement clause 800, 1206.3

4.96

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13377

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Eath work in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing removal of stump.

222.75

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243.5

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Laying brick soling layer on prepared sub grade with brick on end edging according to line graded and cross section shown on the drawing filling joints with sand and earth ….. Rolling with 80-100 kn three wheel roller as per specification clause 412

1012.5

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504.84

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Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications.

77.12

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286.47

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1st Year Maintenance cost

1

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171171

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2nd Year Maintenance cost

1

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224518

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3rd Year Maintenance cost

1

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342592

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4th Year Maintenance cost

1

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412820

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5th Year Maintenance cost

1

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483049



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