Works Department Tender
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Works Department - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date3 Nov 2023
Closing Date17 Nov 2023
Tender Amount₹ 3,95,68,459
Costs
EMD
₹ 3,95,685Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERWI_96320_1Bid Award Id
ViewTender No
Tender Online RWC - 27/23Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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BOQ Items
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Sinking of steel liner plate for pile including cost of all labour & machinery etc complete as per specification & direction of the Engineer in charge.
59.1
48905
827.5
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Reinforced Cement Concrete M 35 Grade using 20mm down graded chips in superstructure
206.55
1522573
7371.45
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Supplying, Providing & laying reinforced cement concrete M-15 grade (cast-in-situ) as per design mix prepared under relevant IS/IRC codes concrete using graded crushed stone aggregate, cement and coarse sand of approved quality and quantity in wing wall
14.5
91419
6304.82
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Providing and laying 25 mm mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29. prepared by using mastic cooker and laid to required level and slope after cleaning the surface,including providing antiskid surface with size at the rate of 0.005 cum per 10 sqm and at an approxmate spacing of 10 cm center to center in both direction ,pressed into surface when the temperature of surface is not less than 1000C,protruding 1 mm to 4 mm over mastic surface all complete as per clause 515
322.2
493388
1531.31
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Cement concrete (1:3:6) in foundation & plinth with 4cm. Hard broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specification & direction of the Engineer-in Charge providing groove & beads where necessary complete in all respects as per direction of the Engineer-in-Charge.
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-
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Below approach Slab
8.66
56981
6579.9
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Retaining Wall
57.51
382853
6657.17
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Supplying, fabricating welded water tight drainage spout assembly to dimensions shown on drawing of dia not less than 100mm with galvanized steel conforming to IS 226 & fixing in position with suitable fixtures at specified locations on bridge decks including painting two coats with bituminous paint sealed with sealant as per IS 1834 around the spout to the deck slab as per technical specification part I / II of clause 2705 of specification road and bridge work MORT&H (4th revision) including full compensation to all operations, all inclusive costs, contigencies, incidental involved for the finished defect free item of work complete to specificaton & as directed by engineer or his representative to satisfaction.
12
10903
908.61
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Plain Cement concrete M15 in foundation & plinth with 40mm down graded size crusher broken granite chips of approved quality from approved quarry free from debries & foreign materials including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth, providing groove & beads where necessary complete in all respects as per specification & direction of the Engineer-in Charge .
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-
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Retaining Wall
677.34
4270506
6304.82
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RCC of design mix of M-250grade having specified characteristics compressive strength/ target mean 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 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm down graded sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering
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& form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties 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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-
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Post and Ralling
59.76
143931
2408.5
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RCC of design mix of M-300grade having specified characteristics compressive strength/ target mean 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 216/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 20mm down graded sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering
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& form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties 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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a) Abutment and Pier Shaft
80.68
750626
9303.75
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b) Abutment & Pier Caps
12.42
111798
9001.45
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c) Dirt Wall.
4.94
56912
11520.75
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d)Deck slab
138.4
2062249
14900.65
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e)Approach slab
17.33
147263
8497.6
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Supply of HYSD bars confirming to grade S-415 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 royalities of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987)as per direction of Engineer-in-Charge.
1217.41
10809419
8879.03
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Providing weep holes in the abutment & wing walls 8.00cm. X 23.00cm. size including metal spall backing 30cm X 30cm. size in rear complete as per the approved design & drawing including providing centering & shuttering with cost, conveyance, royality & taxes of all materials T&P articles etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
168.4
23668
140.55
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Rough stone dry packing in aprons and revetments of desgned thickness on slope using 30cm and above size hard broken granite stones of approved quality free from weathering skin and from approved quarry including filling the interestices with small stones spalls etc. with cost, conveyance and royalty and with all leads and lifts and taxes of all materials and labour T&P etc. complete in all respects (the weight of each stone shall not be less than 50kg to 70kg) as per specification and direction of Engineer-in-charge.
261.3
820549
3140.26
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Providing& laying 600mm. thick filter media in the rear of abutment & wing walls with 45mm. size & down graded clean hand broken granite metal of approved quality from approved quarry with smaller size towards soil & bigger size towards wall & providing over the entire surface behind the abutment, wing wall, return wall to the full height complete to firm condition complete as per drawing and technical specification clause 2504 of MORTH & direction of the Engineer-in-Charge including cost,conveyance, royality & taxes of all labour, materials T&P articles required for the work etc. complete.
44.06
161413
3663.5
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Supplying and fixing of RCC Guard post of 150 mm dia and IM long in RCC (1:2:4) using 12 mm size h.g chips etc. complete as per specification & direction of Engineer-in-Charge.
204
186664
915.02
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Back filling behind abutment, wing wall & return wall with granular materials complete including all cost, carriage, royality & labour as per specification & direction of the Engineer-in-Charge.
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-
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GRANULAR MATERIAL
69.6
259152
3723.45
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SANDY MATERIAL
112.51
172519
1533.37
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Construction of embankment with approved material obtained from borrow pits with all liifts and leads, transporting to the site by mechanical means within a lead of 05kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H specifications for Road & Bridge works (04th Revision)
6571.95
1371171
208.64
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Loosening of the ground upto a level of 500 mm below the sub grade level, watered, graded and compacted in layers to meet requirements of table 300 - 2 for sub grade construction & clause 305 of MoSRT&H specifications for road & bridge works(4th revision
562.5
30144
53.59
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Supplying & filling good clean river sand inside the well/approach road including watering to complete saturation & ramming complete with all leads & lifts including cost. Conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete ( measurement will be taken for compacted section as per direction of Engineer-in-Charge.)
63.26
59230
936.3
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Earthwork in excavation in foundation in hard soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm andlaying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in
316.31
91176
288.25
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Construction of granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (4th Revision) & direction of the Engineer-in-charge
829.5
2779654
3351
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Providing, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
675
2696260
3994.46
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm per using mechanical means as per clause 502 of MoSRT&H Specifications for Road & Bridge works (4th Revision) as per specification and direction of Engineer-in-Charge
4500
162585
36.13
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Providing bituminous Tack Coat of bituminous materials @ 0.20 kg /Sqm on existing Bituminous surface including labour for cleaning the existing Bituminous surface , cost, conveyance, royality of bitumen, hire & running charges of mechinaries and T &P etc complete as directed by the Engineer in charge and as per MORTH Technical Specification Clause No. 503 and 501.
4500
85815
19.07
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Providing & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&H Specifications for road and bridge works (4th Revision)
225
2079814
9243.62
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Providing & laying Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) etc. complete and as per direction of the Engineer -in- charge.
112.5
1237701
11001.79
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Providing & applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust,oil, grease, efforescence & paint @ 1 litre per 2 sqm area including cost of all labour, T&P, materials required for the work etc. completed as per drawing and technical specification under section 1700 of MORD & as per direction of Engineer-In-Chief.
343.4
64514
187.87
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Providing fitting & fixing angle iron expansion joints with M.S. angles of size 75x75x6mm & 6mm thick M.S. plate at the edges of the slab with suitable anchoring arrangements by 12mm. M.S. Bars as per MOST design & drawing including fitting, fixing & welding with 6 mm. plates & filling joints of wearing coat with bitumen joint filler 12 mm. thick & joint sealing compound at top including painting of exposed surface of M.S. covered plates with anticorrosive bitumanstic paint etc. with cost, conveyance taxes of all materials labour & T&P etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
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-
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Strip seal Expansion Joint
25.35
311534
12289.33
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Fine dressing & turfing to the slope of the road embankment with compact dub grass transported by mechanical means for finished items of work Including all labours T&P required for the work etc. complete. as per specification & direction of Engineer-in-Charge.
5000
118350
23.67
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