Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Eprocure
Opening Date4 Feb 2019
Closing Date21 Feb 2019
Tender Amount₹ 3,00,09,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Above 600 mm to 900 mm dia Hume pipe

72

17193

238.8

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Above 900 mm dia Hume pipe

100

15383

153.83

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Scarifying existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift of 3m and lead upto 1000m as per Technical Specification clause 301.4 of MORD etc.complete as per the direction of the Engineer-in-Charge.

15663.75

106356

6.79

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Construction of embankment with approaved materials deposited at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification claus etc.complete as per the direction of the Engineer-in-Charge.

751.93

21392

28.45

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Construction of embankment with approaved materials obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 as per Technical Specification clause.etc.complete as per the direction of the Engineer-in-Charge.

22656.93

3813841

168.33

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Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc.complete as per the direction of the Engineer-in-Charge.

16480

307022

18.63

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Loosening, Levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment ,scarified to a depth of 150mm, 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 embanckment counstruction as per technical Specification Clause 301.4.1. etc.complete as per the direction of the Engineer-in-Charge.

5012.4

61652

12.3

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WBM Grading III ( With Crushable Materials as interstics filling)

2971.53

6711765

2258.69

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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 sparying primer at the rate of 0.7-1.0 kg/sqm as per Technical Specification Clause 502. etc.complete as per the direction of the Engineer-in-Charge.

31788.57

1112599

35

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Providing and applying Tack coat with bitumen (RS-1) using emulsion sprayer at the rate of 0.25 - 0.30 kg/sqm on prepared bituminous surface properly cleaned with hydraulic broom as per Technical Specification Clause 503.

31788.57

387820

12.2

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Providing ,laying and rolling of Open Graded Pre-Mix Carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheel 80-10kN 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.

31788.57

4670376

146.92

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

31788.57

1594832

50.17

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Earth work in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides, bottom and backfilling with approved materials.

34.13

9285

272.07

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Filling in foundation with sand trenches as per drawing and technical specification clause 3005.3.9

65.61

31145

474.7

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Providing M-15 Grade concrete for plain concrete in open foundations complete as per drawings and technical specification clause 802,803,1202,1203

57.01

236834

4154.26

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Construction of un-reinforced, plain cement panelled (0.75m x 0.75m) concrete pavement of 100mm,thickness as per design, over a prepared sub-base, with 43 grade cement of any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate 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 batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125micron thick polythene film,wedges,steel plates including levelling the form work as per drawing), spreading the concrete with shovel,rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contaction 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 14-days, water finishing to lines and grade as per drawing and Technical Specification Clause 1501.panels are to be made by cutting grooves of 3 to 5 mm thick and 25 to 30 mm deep in CC Slab. The grooves are to be filled with VG-30 Bitumen with a spray of fine sand at top.etc.complete as per the direction of the Engineer-in-Charge.

143.61

721788

5026.03

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Providing and fixing typical PMGSY informatory sign board with Logo as per MORD specification and drawing.Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm . The angle iron frame of lower most plate and flat iron frame of middle of middle plate will be welded to 2 Nos. 75mm x 75mm x of 12 SWG sheet tubes posts duly embeded 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 enamelled on both sides.Lettering and printing arrows, boarder 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 etc.complete as per the direction of the Engineer-in-Charge.

2

14175

7087.96

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Providing and erecting direction and place identification of semi-reflective sign boards as per IRC:67 made of 2mm thick M.S.sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 70 mm width and required message, letters,figures with reflective engineering grade tape as per MORD specification of required shade and colour. Supported and welded on 47mm x 47mm of 12 SWG Square tube of 3050mm height duly strengthened by 25mm x 5 mm M/s flats iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mm X 450mm x 600mm,600mm below ground level as per approved drawing and technical specification clause 1701.etc.complete as per the direction of the Engineer-in-Charge.

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For 600 mm Equolateral Triangle

12

18682

1556.85

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For 900 mm Equolateral Triangle

24

37364

1556.85

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For 600 mm Circular

12

18249

1520.78

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For 600 mm x 450 mm Rectangular

5

7568

1513.78

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Reinforced Cement Concrete M15 grade kilometer 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. etc.complete as per the direction of the Engineer-in-Charge.

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-

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5th Kilometer stone (Precast)

2

5854

2927.24

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Ordinary Kilometer stone (Precast)

9

15939

1771.1

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200m stone (Precast)

36

18215

505.98

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Speed Breaker @ 200m interval at Rigid Pavement + 2 x curveno (M-30PQC)

0.23

1155

5026.03

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Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixed position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704 of MORD.etc.complete as per the direction of the Engineer-in-Charge.

103

62943

611.1

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Providing and fixing of typical PMGSY Citizen informatory sign board as per MORD specifications and drawing. 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 and as per direction of Engineer-in charge

2

28715

14357.63

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Providing PCC M-20 concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 etc complete as per the direction of the Engineer-in-Charge.

36.3

159427

4391.93

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

1469.78

399883

272.07

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Filling in foundation with sand trenches as per drawing and technical specification clause 3005.3.9. etc.complete as per the direction of the Engineer-in-Charge.

195.3

92708

474.7

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Laying concrete cradle bedding with Cement Concrete Nominal mix (1:2.5:5) as per Clause 802,803,1105 (i),1202,1203 of MoRD Type A (Concrete Cradle) Bedding

17.9

72032

4024.14

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Plain Cement Concrete (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD

28.6

118811

4154.26

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Cement concrete (1:3:6) with 4 cm size hard granite metal including cost, conveyance, royality, taxes watering and curing etc.complete.

38.45

159731

4154.26

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Cement concrete (1:2.5:5) with 12mm size hard granite chips including cost, conveyance, royality, taxes watering and curing etc.complete.

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-

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A)Below G.L. with centering ,shuttering & dewatering

165.6

666397

4024.14

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(B)Above G.L. with centring, shuttering

105.66

448976

4249.26

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Plain cement concrete in sub structure, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204

298.7

1269253

4249.26

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Providing concrete for plain concrete of M-10 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203. etc.complete as per the direction of the Engineer-in-Charge.

339.25

1409332

4154.26

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Providing & laying RCC Grade M30 in Supertructure as per drawing & technical specification.

26.9

167099

6211.88

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Providing concrete for plain / reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202

9.45

41503

4391.93

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Providing and laying rough stone dry packing in approns and revetments with hard granite stone 30 cm & Above sizes

16.94

37311

2202.58

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Providing weepholes in abutment, wing wall, return wall etc.

70

13279

189.7

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Providing and laying pitching on slopes laid over prepared filter media as per drawing and Technical Specification clause 1302.

177

276166

1560.26

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Providing and laying reinforced cement concrete pipe NP3 of 1000mm 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

75

437940

5839.21

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Providing PCC M-15 concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802,803,1202,1203

303.6

1221728

4024.14

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Providing weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipeextending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specificaion clause. etc.complete as per the direction of the Engineer-in-Charge.

295

55961

189.7

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Gravel backing below approns & rivetment as per technical specification clause. etc.complete as per the direction of the Engineer-in-Charge.

88.5

61586

695.89

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Cutting, bending, binding and tying the grills and placing in position including cost of bindingwires and HYSD reinforcing bars .

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-

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In Foundation

23.52

152236

6472.63

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In Sub structure

11.08

71872

6486.66

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In Super structure

22.99

151682

6597.75

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

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-

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1st Year

8.35

223036

26698.13

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2nd Year

8.35

314344

37627.98

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3rd Year

8.35

531028

63565.75

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4th Year

8.35

600608

71894.73

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5th Year

8.35

632985

75770.34



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