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₹ 1,69,52,000 
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 900 mm dia Hume pipe

8

1163

145.38

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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.

17550

119164

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.

473.54

13472

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.

14038.65

2363125

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.

12369

230434

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.

3120

38376

12.3

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Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with three wheel 80-100kN static roller 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 required density as per Technical Specification Clause 405. etc.complete as per the direction of the Engineer-in-Charge.

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WBM Grading III ( With Crushable Materials as interstics filling)

1852.81

4048927

2185.29

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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.

19829.07

698578

35.23

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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.

19829.07

243500

12.28

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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.

19829.07

2866093

144.54

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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.

19829.07

979952

49.42

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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

14259

7129.61

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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

18922

1576.84

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For 900 mm Equolateral Triangle

20

31536

1576.84

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For 600 mm Circular

11

16948

1540.77

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For 600 mm x 450 mm Rectangular

3

4601

1533.77

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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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5th Kilometer stone (Precast)

1

2991

2991.21

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Ordinary Kilometer stone (Precast)

6

10889

1814.88

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200m stone (Precast)

51

26228

514.29

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

0.56

2886

5154.68

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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.

54

31941

591.51

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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

28925

14462.9

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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.

45.38

205645

4531.64

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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.

947.08

257672

272.07

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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.

185.75

796475

4287.89

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Construction of Gravel/Soil aggregates Base/Surface by providing well graded material of nominal maximum size grading 5mm as per Table 2.3 of IRC SP 77-2008,spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface,mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 KN static Roller capacity to achieve the desired density complete as per specifications contained in Para 2.2,3.6 and 3.7 of IRC SP 77-2008 etc.complete as per the direction of the Engineer-in-Charge.

21.75

16400

754.06

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Providing and laying reinforced cement concrete pipe 600mm dia NP3 for culverts on first class bedding of granular material in single row including fixing colar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonary work in head wall and parapet Clause 1106. etc.complete as per the direction of the Engineer-in-Charge.

52.5

133941

2551.27

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Providing and laying reinforced cement concrete pipe 900mm dia NP3 for culverts on first class bedding of granular material in single row including fixing colar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonary work in head wall and parapet Clause 1106. etc.complete as per the direction of the Engineer-in-Charge.

22.5

131114

5827.33

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Providing concrete for plain concrete of M-15 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.

385.91

1611471

4175.77

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Providing and laying boulder appron for bed protection with stone boulders of minimum size and weight as per table 1300.1,no fragment weighing not less than 25kg laid dry complete as per drawing and Technical Specification clause1301. etc.complete as per the direction of the Engineer-in-Charge.

14

20126

1437.61

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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.

150

28578

190.52

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

90

129384

1437.61

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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.

45

33615

747

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

31.5

204881

6504.17

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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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1st Year

5.2

134914

25945

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2nd Year

5.2

193337

37180.31

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3rd Year

5.2

345525

66447.29

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4th Year

5.2

389753

74952.51

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5th Year

5.2

412128

79255.55



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