Rural Development Department Tender

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Rural Development Department - RDD Tender

Opening Date2 Mar 2019
Closing Date8 Mar 2019
Tender Amount₹ 1,21,58,819 
This is an estimated amount, exact amount may vary.
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Costs

Summary

Construction Of Bridge.

Description

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BOQ Items

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Earth work in excavation of foundation in all kinds of soil including moorum & stoney earth & gravel mixed with boulders with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas with Cess complete as per specification & direction of the Engineer-in-chargel.

846.42

168386

198.94

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Earth work in excavation of foundation in hard or gravelly soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas with Cess complete as per specification & direction of the Engineer-in-chargel.

96

16109

167.81

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Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost. , conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work with cess etc complete as per specification & direction of Engineer-in Charge.

223.55

92527

413.9

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Providing Cement concrete (1:3:6) in foundation upto a required depth below ground level and upto a required height above ground level/bed level using 4cm size hard granite metal of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers not exceeding 15cm thick compacting with proper packing to proper slope & level including watering, curing and cost, conveyance, Cess royality, taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge

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In Foundation

69.97

279083

3988.62

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Above foundation bed

7.56

29731

3932.69

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Providing Cement concrete M-15 in foundation upto a required depth below ground level and upto a required height above ground level/bed level using 40mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge (Bridge Portion)

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In Foundation

21.6

79978

3702.7

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Above foundation bed

102.75

391050

3805.84

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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 M-30 (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, primer, sealant, near approaches to bridge/culvert or at any approved portion of road and construction joints, admixtures as approved, curing of concrete slabs for 14-days as per MoRD technical specification Clause 1501 and as per direction of Engineer-in-Charge.

135

642622

4760.17

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Construction of R.C.C. railing M20 grade in Cast-in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre- to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications clauses 800, 900 and 1208.3.

67.88

104801

1543.92

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Providing Cement concrete M-15 in foundation upto a required depth below ground level and upto a required height above ground level/bed level using 40mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge

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Up to Bed

19.2

70017

3646.77

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Above foundation bed

109.8

411740

3749.91

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Providing RCC of design mix of M-250grade of controlled qulity having cube strength of 250kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 16/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10 mm. to 20mm. sizes obtained from approved quary & proportion as specified in clause-302.6.2 of IRC 21/1987, IS-10262 & including hoisting, lowering & laying concrete in layers

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compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties, Cess and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)

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Column, Tie beam & wingwall.

9.04

101107

11184.47

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Abutment & Pier in foundation (Raft)

175.82

837200

4761.69

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Abutment and pier above bed

200.16

1225575

6122.98

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Deck Slab

133.36

1084138

8129.41

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Abutment and pier cap

7.22

51516

7135.28

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Dirt wall

3.3

26753

8107.08

9.3

47529

5110.68

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Providing RCC of design mix of M-300 grade of controlled qulity having cube strength of 300kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 16/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10 mm. to 20mm. sizes obtained from approved quary & proportion as specified in clause-302.6.2 of IRC 21/1987, IS-10262 & including hoisting, lowering & laying concrete in layers

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compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties, Cess and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)

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Wearing coat

24.19

115504

4774.9

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Approach Slab

16.54

74232

4488.04

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Providing HYSD bars confirming to approved grade including all labours for cutting ,bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete with Cess in all respect (weight of binding wire shall not be considered for payment at all which will be borne by the contractor ) as per specification and direction of the Engineer in charge.

516.15

3220105

6238.7

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Providing, laying, spreading and compacting stone aggregates of 63mm to 45mm size (Gr-II) / 53mm to 22.4mm size (Gr-III) WBM specification (75mm compacted thickness) as follows including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials of moorum or gravel to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including hire and running charges of PRR and all other machinaries including all labour, T&P and cost, conveyance royality, Cess & taxes of all materials required for the work complete in all respect as per direction of the Engineer-in-Charge.

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WBM Gr-II

56.25

108388

1926.91

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Providing Rough stone dry packing/ pitching in slope, protection walls, approns and revetments to designed thickness using hard granite stones of 30 cm and above size of approved quality from approved quarry including quarrying supplying conveying and cost conveyance taxes royality, Cess of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level etc. complete in all respect (the weight of each stone shall not be less than 40 kg) as per direction of the Engineer – in – charge including dewatering if required.

372.79

516560

1385.66

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Grouting approns and revetment 23cm deep with cement concrete (1:3:6) with 2.5cm broken granite metal of approved quality from approved quarry including watering, curing and cost, conveyance, Cess royality, taxes of all materials etc with all labour and T&P required for the work complete as per direction of Engineer-in-Charge.

120

23546

196.22

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Providing filter media in the rear of abutment & wing walls, return wall with 45mm. size clean hand broken granite metal of approved quality from approved quarry as per specification & direction of the Engineer-in-Charge including cost, conveyance royality, Cess & taxes of all materials T&P articles required for the work etc. complete as per direction of Engineer in charge.

37.3

59387

1592.16

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Providing weep hole in plan / Reinforced concrete abutment/ wing wall / retaining wall with 100mm dia A.C. Pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing face complete with Cess etc. as per drawing and technical specification and direction of Engineer in charge.

169.3

17553

103.68

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Gravel backing to revetments and slopes of road embankments with good laterite moorum conveying from stacks stacked at work site or at approved stacking yard with cost, conveyance royality and other taxes of all materials and cost of all labour T&P required for the work complete in all respect and as per direction of the Engineer in charge.

70.87

52277

737.65

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Back filling behind abutmment, wing walls & return walls with good granular material (gravel) including watering to complete saturation & ramming complete including cost. , conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge.

217.73

160632

737.76

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Providing compacted granular subbase using gravel or moorum saticifying the P.I. value admixing sand if required of good quality including cost, conveyance taxes, royality, cess of all materials and laying, spreading in uniform layers, watering and compacting with 8-10 T Power roller to 98% of proctor's density complete for finished item of work as per direction of the Engineer in charge

166.5

131110

787.45

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Providing and fixing expansion joint board approved by Deptt. Including cost, conveyance, taxes, cess, all labour, T&P etc. completed as per specification and direction of Engineer-in-Charge

26.7

29953

1121.85

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Providing, fitting, fixing & driving "Z" Sheet pile including all labour cost as per specification and direction of Engineer-in-Charge.

267.25

2336858

8744.09

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Providing and laying tar papers of approved quality including all cost, carriage, taxes, Cess etc. complete as per specification and direction of E.I.C.

27.25

398

14.61

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Providing and fixing 15 cm dia and 1 m long guard post of RCC (1:2:4) including cost, conveyance royality, Cess, taxes of all materials, labour, T&P required for the work etc. complete as per specification and direction of the Engineer in charge.

24

7558

314.95



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