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Costs
EMD
₹ 8,32,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_EICCL_97211_10Bid Award Id
ViewTender No
CCE_R and B_PLB_17 of 2023_24Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification as per Clause 14.8 & all relevant sections / clauses of MoRT&H Specification for Road & Bridge works (5th Revision) including all cost i.e cost of all materials, all labour, all T&P etc complete and as per direction of the Engineer - in - Charge.
83.36
317719
3811.41
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Retaining Wall
398.7
29519
74.04
... More
HP Culvert
21.83
1616
74.04
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ROAD SAFETY MEASURES
Road marking with Hot applied thermoplastic compound with Reflectorising Glass beads on bituminous surface by providing and laying of hot applied thermoplastic compound 2.5mm thick including Reflectorising glass beads @ 250gms per sqm area thickness of 2.5mm.is exclusive of surface applied glass beads The finished surface to be level uniform and free from streaks and holes as per IRC: 35 and Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
39.61
11030
278.48
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Plain cement concrete M-15 as levelling Coarse excluding centering and shuttering with crushed stone aggregates 20mm size and mixed , placed in foundation and compacted as per section 900, 1500, 1700, 2100, 2900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
369.07
2019451
5471.73
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Supplying and fixing 15cm dia and 1.00M Long Guard post of Cement concrete (1:2:4) with hard granite chips including cost of all reinforcement & labour for fixinf etc complete in all respect & Including all cost i.e cost of all materials, all labour, all T&P required for the purpose including fitting and fixing in position and as per direction of the Engineer- in- charge.
280
26908
96.1
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Plain cement concrete M-20 in foundation in Toe Wall with crushed stone aggregates 20mm size and mixed , placed in foundation and compacted as per section 900, 1500, 1700, 2100, 2900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th or latest Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
352
3073301
8730.97
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 and as per clause -305 of MoRT&H Specification for Road & Bridge works (5th Revision) including all cost i.e cost of all materials, all labour, all T&P etc complete and as per direction of the Engineer - in - Charge.
907.58
32255
35.54
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Super Structure (Approach Slab)
21
232987
11094.65
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Toe Wall
42
25588
609.26
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Excavation for road way in hard rock (blasting prohibited) with rock breakers including breaking rocks, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading in tippers and disposal within all lifts & leads upto 1000m. as per approved Drawing & Technical Specifications and as per Clause - 301 & 302 of MoRT&H Specifications for Road & Bridge works (5th Revision).Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per direction of Engineer in charge
773.55
301436
389.68
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Plain cement concrete M-20 in foundation in Sub structure Toe Wall of Bridge Proper with crushed stone aggregates 20mm size and mixed , placed in foundation and compacted as per section 900, 1500, 1700, 2100, 2900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th or latest Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
182.02
1589211
8730.97
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Filling foundation and pilnth with sand of approved quality ramming etc complete as per approved drawing and techinical specification as per section 2100 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
-
-
-
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Box Culvert
94.02
525487
5589.1
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Grouting aprons and revetments of 23cm deep with cement concrete (1:4:8) using 2.5cm size hard crusher broken coarse aggregates as per approved Drawing & Technical Specifications for finished item of work including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete as per the direction of the Engineer-in-charge.
28.28
8208
290.27
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HP Culvert
11.84
66174
5589.1
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Providing and fixing drainage spouts in deck slab with 1000 mm diameter G.I pipe completed for finished item of work as per approved drawing and techinical specifiations as per section 2700 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & including all cost i.e cost of all materials, all labour, all T&P, etc complete in all respect and as per direction of the Engineer- in- charge.
16
16184
1011.52
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Supplying, fitting and placing uncoated HYSD bar reinforcement of primary steel producers such as SAIL/TATA/RINL/JINDAL STEEL/ SHYAM STEELetc. including cutting, bending and binding as per drawing and technical specification as per section 1600, section 900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P etc complete in all respect and as per direction of the Engineer- in- charge.
220.08
19548548
88824.74
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Plain cement concrete M-15 as levelling Coarse excluding centering and shuttering with crushed stone aggregates 20mm size and mixed , placed in foundation and compacted as per section 900, 1500, 1700, 2100, 2900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
-
-
-
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Box Culvert
117.6
71648
609.26
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Retaining Wall
33.23
20245
609.26
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Providing and fixing drainage spouts in deck slab with 1000 mm diameter G.I pipe completed for finished item of work as per approved drawing and techinical specifiations as per section 2700 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & including all cost i.e cost of all materials, all labour, all T&P, etc complete in all respect and as per direction of the Engineer- in- charge. Box Culvert
8
8092
1011.52
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Construction of Granular sub-base by providing Grading-VI material as per table 400-2, 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 MoRT&H Specifications for Road & Bridge works (5th Revision) Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
469.5
1347662
2870.42
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Road Proper
Clearing and grubbing road land including uprooting vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per section 200, clause 201 of the MoRT&H Specifications for Road & Bridge works (5th Revision) including all cost i.e cost of all materials, all labour, all T&P etc complete and as per direction of the Engineer- in- charge.
3781.1
24388
6.45
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Providing weep holes in brick masonry / plain or RCC /abutment / wing wall , retaining wall/ toe wall with 100mm dia AC pipe extending through the full width of structure with slope of 1V : 20H towards draining face complete as per drawing and technical specification as per Clause - 2706 of MoRT&H Specition for Road & Bridge works (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
-
-
-
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Providing & applying tack coat with rapid setting (RS-1) Bitumen Emulsion on prepared surface including cleaning of road surface and spraying tack coat @ 0.20 K.g / Sqm using mechanical means as per Cluse No. 501, 503 and Section 900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
458.48
5529
12.06
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Reinforced cement concrete M-20 including centering and shuttering compacted by vibration including curing for 14 days as per Section 900, 1500,1700,2100 & all relevant sections/ clauses of MORT&H specifcation and cost, conveyance of all materials, royalities with all labour, all T&P required for the work etc complete in all respect but excluding the cost and conveyance of M.S Rod or TOR steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending ,bindind and tying the grills and placing in proper position and as per specification and direction of the Engineer- in- charge.
Retaining Wall
-
-
-
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Super Structure (Deck Slab)
378.25
4697902
12420.1
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Construction of embankment with approved materials obtained from borrow pits with all leads and lifts transporting to site spreading, grading slope and compacting to meet required etc complete as per Clause No 305, section 900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
35232.49
7132816
202.45
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900mm dia
5
34888
6977.74
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Gravel backing to approns & revetments and providing fliter material using gravel underneath pitching in slope as per approved drawings and techinical specification as per section 2500, 900 of Spectification for Road & Bridge works (5th Revision) and including all cost, conveyance of all materials, royalities with all labour, all T&P required for the work etc complete in all respect and as per direction of Engineer - in- charge.
36
29855
829.33
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Box Culvert
534.28
46685
87.38
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Toe Wall
280
20731
74.04
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Sub Structure Wall
455.74
4599191
10091.7
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Toe Wall
42
229812
5471.73
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Dismantling of Cement Concrete Grade M-15 & M- 20 including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead upto 1000 metres as per clause 202 & all relevant sections/ clauses of Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
-
-
-
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Sub Structure (Abutment & Pier Cap)
85.21
728398
8548.27
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Foundation Raft
84.6
529928
6263.93
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Reinforced cement concrete M-30 (Wearing coat) compacted by vibration including curing for 14 days as per Section No.900,1500,1600,1700, 2300, 2700 & all relevant sections/ clauses of MORT&H specifcation and cost, conveyance of all materials, royalities with all labour, all T&P required for the work etc complete in all respect including the cost and conveyance of M.S Rod or TOR steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending ,bindind and tying the grills and placing in proper position and as per specification and direction of the Engineer- in- charge.
12.58
166801
13259.23
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Providing weep holes in brick masonry / plain or RCC /abutment / wing wall , retaining wall/ toe wall with 100mm dia AC pipe extending through the full width of structure with slope of 1V : 20H towards draining face complete as per drawing and technical specification as per Clause - 2706 of MoRT&H Specition for Road & Bridge works (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
236
20621
87.38
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Plain cement concrete M-15 in foundation including centering and shuttering with crushed stone aggregates 40mm size and mixed , placed in foundation and compacted as per section 900, 1500, 1700, 2100, 2900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
-
-
-
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Providing laying of filter media with granular materials/ stone crushed aggregates of 45mm size or as satisfying the requirements laid down in section 900 and 2500 of MoRT&H specification to a thickness not less than 600mm with small size towards the soil and bigger towards the wall and provided over the entire surface behind abutment wing walls return walls to the full height compacted to a firm condition complete as per drawing and technical specification & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
-
-
-
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Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specification as per clause 406, section 900 and all relevant sections/ clauses of the MoRT&H Speification for road & Bridge works (5th Revision) & including all cost i.e cost of all matericals,all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
150.5
446486
2966.69
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Providing retro-reflectorised cautionary, Mandatory and Informatory sign boards as per IRC. 67 made of high intensity grade sheeting vide clause no. 801.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75 x 75mm x 6mm size as per approved drawing as per clause no.801.08 of MoRT&H specification and Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
-
-
-
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Super Structure Slab
133.52
1151547
8624.53
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Rough stone dry masonry with sand grouted for the walls with hard stones as per approved Drawing & Technical Specifications and as per Section -1400 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete in all respect and as per direction of the Engineer- in- charge.
411.75
1483432
3602.75
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Fixing 25 mm. dia anchor bars in foundation rock including drilling 35 mm. dia holes, fixing wedged anchor and grouting with cement mortar 1:4 complete as per the direction of Engineer-in-charge excluding cost of M.S. rods for dams, barrages and power house structures including pull testing of 30% of anchors Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per all relevant sections/ clauses of Specification for road & bridge work of MoRT &H (5th Revision) & direction of Engineer in charge
414
52433
126.65
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Box Culvert
1098.04
81298
74.04
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Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density for embankment construction & Clause 305, section-900 of MoRT&H Specifications for Road & Bridge works (5th Revision)
353.59
12587
35.6
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HP Culvert
10.18
6202
609.26
... More
Providing and erecting direction and place identification retro-reflectorised sign (1200mmx700mm) as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
1.92
24987
13014.51
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CD and Protection Works
Earth work in excavation in Ordinary Soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers as per drawing and techinical specification including setting out dressing of section to correct line level grade & camber and loading into tippers transporting to embankment site within all lifts and lead upto 1000 mtr and utilising the surplus earth locally for road work whenevre required, backfilling the excavation earth to the extent required complete Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per section 300 & all relevant sections/ clauses of Specification for road & bridge work of MoRT &H (5th Revision) & direction of Engineer in charge
-
-
-
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Retaining Wall
7.5
655
87.38
... More
Rough stone dry packing in aprons revetments stone pitching in slopes and stone packing in boulder apron etc with hard granite stone of size 30 cm and above as per approved drawing and Section 2500, 900 of specifications for road and bridge works of Minister of Road Transfort & Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
14.14
36185
2559.09
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Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per section 508,509 & all relevant sections/ clauses of Specification for road & bridge work of MoRT &H (5th Revision) & direction of Engineer in charge.
22.92
244389
10662.72
... More
Providing & applying primer coat with slow setting (SS-1) Bitumenn Emulsion on prepared surface of granular base includingclearing road surface and spraying primer @ 0.60 Kg / Sqm using mechinical means as per clause 501, 502 and section 900 and all relevant sections/ clauses of the specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
458.48
15524
33.86
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(ii) 60 cm circular
10
51133
5113.33
... More
Supplying, fitting and placing uncoated HYSD bar reinforcement of primary steel producers such as SAIL/TATA/RINL/JINDAL STEEL/ SHYAM STEELetc. including cutting, bending and binding as per drawing and technical specification as per section 1600, section 900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P etc complete in all respect and as per direction of the Engineer- in- charge.
-
-
-
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Construction of Dry Lean Cement Concrete sub-base by semi-mechanized method over a prepared subgrade with coarse and fine aggregate confirming to IS:383,the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 15:1 ,aggregate gradation after blending to be as per table 600.1 ,cement content not to less than 150 kg/cum , optimum moisture content to be determined during trial length construction ,concrete strength not to be less than 10 Mpa at 7 days,mixed in a batching plant ,transported to site,laid with a paver and compacting with vibratory roller,finishing and curing as per clause 601 of MoSRT&H Specifications for Road & Bridge works (4th. Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
264
1084340
4107.35
... More
Providing laying of filter media with granular materials/ stone crushed aggregates of 45mm size or as satisfying the requirements laid down in section 900 and 2500 of MoRT&H specification to a thickness not less than 600mm with small size towards the soil and bigger towards the wall and provided over the entire surface behind abutment wing walls return walls to the full height compacted to a firm condition complete as per drawing and technical specification & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
235.87
768174
3256.77
... More
Existing Bridge
99.07
51196
516.77
... More
(iii) 80 cm x 60 cm rectangular
10
67310
6731.03
... More
Providing, laying and fixing in position reinforced cement concrete NP4 hume pipes for culverts on first class bedding of granular materials including pointing ends fixing collars with cement mortar 1:3 for finished item of work as per Section 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (latest Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
-
-
-
... More
Cautionery sign board
(i)90cm size Equilateral Tringle (Mandatory)
10
56717
5671.72
... More
Retaining Wall
33.23
181825
5471.73
... More
Box Culvert
61.36
5450286
88824.74
... More
Gravel backing to approns & revetments and providing fliter material using gravel underneath pitching in slope as per approved drawings and techinical specification as per section 2500, 900 of Spectification for Road & Bridge works (5th Revision) and including all cost, conveyance of all materials, royalities with all labour, all T&P required for the work etc complete in all respect and as per direction of Engineer - in- charge.
703.31
583276
829.33
... More
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per section 800 clause 811.3 and all relevant sections, clause of the MORT&H specification(5th Revision) etc complete in all respect & Including all cost i.e cost of all materials, all labour, all T&P required for the purpose including fitting and fixing in position and as per direction of the Engineer- in- charge.
113.66
488882
4301.27
... More
Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specification as per Clause - 2600 of MoRT&H Specition for Road & Bridge works (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
60
96651
1610.85
... More
Box Culvert
83.98
459515
5471.73
... More
Reinforced cement concrete M-30 grade compacted by vibration including curing for 14 days as per Section 900, 1500,1700,2100 & all relevant sections/ clauses of MORT&H specifcation and cost, conveyance of all materials, royalities with all labour, all T&P required for the work etc complete in all respect but excluding the cost and conveyance of M.S Rod or TOR steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending ,bindind and tying the grills and placing in proper position and as per specification and direction of the Engineer- in- charge.
-
-
-
... More
Rough stone dry packing in aprons revetments stone pitching in slopes and stone packing in boulder apron etc with hard granite stone of size 30 cm and above as per approved drawing and Section 2500, 900 of specifications for road and bridge works of Minister of Road Transfort & Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
72
184254
2559.09
... More
Gravel backing to approns & revetments and providing fliter material using gravel underneath pitching in slope as per approved drawings and techinical specification as per section 2500, 900 of Spectification for Road & Bridge works (5th Revision) and including all cost, conveyance of all materials, royalities with all labour, all T&P required for the work etc complete in all respect and as per direction of Engineer - in- charge.
107.02
88754
829.33
... More
HP Culvert
17.27
105442
6105.51
... More
Box Culvert
488.78
1591844
3256.77
... More
RCC Crash Barrier
30.8
140330
4556.19
... More
Sub Structure (Dirt wall)
9.36
98846
10560.49
... More
Rough stone dry packing in aprons revetments stone pitching in slopes and stone packing in boulder apron etc with hard granite stone of size 30 cm and above as per approved drawing and Section 2500, 900 of specifications for road and bridge works of Minister of Road Transfort & Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
249.34
638083
2559.09
... More
Supplying and fixing 15cm dia and 1.00M Long Guard post of Cement concrete (1:2:4) with hard granite chips including cost of all reinforcement & labour for fixinf etc complete in all respect & Including all cost i.e cost of all materials, all labour, all T&P required for the purpose including fitting and fixing in position and as per direction of the Engineer- in- charge.
100
9610
96.1
... More
HP Culvert
25.45
13151
516.77
... More
Earth work in excavation for road works in ordinary rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers as per drawing and techinical specification including setting out dressing of section to correct line level grade & camber and loading into tippers transporting to embankment site within all lifts and lead upto 1000 mtr and utilising the surplus earth locally for road work whenevre required, backfilling the excavation earth to the extent required complete Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per section 300 & all relevant sections/ clauses of Specification for road & bridge work of MoRT &H (5th Revision) & direction of Engineer in charge
208.88
18646
89.27
... More
Dismantling of Prestressed/ Reinforced Cement Concrete Grade M- 20 & Above including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead upto 1000 metres as per clause 202 & all relevant sections/ clauses of Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
Existing Bridge
204.85
285110
1391.8
... More
(vi) Hazard marker (600mm x 450mm rectangular)
4
20026
5006.56
... More
Foundation Raft
479.77
3575010
7451.51
... More
Plain cement concrete M-15 in Sub structure including centering and shuttering with crushed stone aggregates 40mm size and mixed , placed in foundation and compacted as per section 900, 1500, 1700, 2100, 2900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
-
-
-
... More
Toe Wall
75
6553
87.38
... More
Painting two coats with enamel paint of approved shade including all cost, conveyance of all materials, with all labour, all T&P required for the work etc complete in all respect and as per direction of Engineer - in- charge.
Box Culvert
62.68
4577
73.03
... More
Foundation
325.08
2148574
6609.37
... More
Providing and laying 25 mm thick 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 bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 C, protruding 1 mm to 4 mm over mastic surface,)Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per section 515 & all relevant sections/ clauses of Specification for road & bridge work of MoRT &H (5th Revision) & direction of Engineer in charge.
458.48
614922
1341.22
... More
Grouting aprons and revetments of 23cm deep with cement concrete (1:4:8) using 2.5cm size hard crusher broken coarse aggregates as per approved Drawing & Technical Specifications for finished item of work including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete as per the direction of the Engineer-in-charge.
240
69664
290.27
... More
(v) 90cm high octagon
10
83077
8307.7
... More
Metal spall backing to the wall steining or weep holes of abutments, deep drain with hand brocken stone aggregates of 50mm size as per approved Drawing & Technical Specifications for finished item of work including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete as per the direction of the Engineer-in-charge.
Retaining Wall
135
347199
2571.85
... More
Bridge Proper
Earth work in excavation in Ordinary Soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers as per drawing and techinical specification including setting out dressing of section to correct line level grade & camber and loading into tippers transporting to embankment site within all lifts and lead upto 1000 mtr and utilising the surplus earth locally for road work whenevre required, backfilling the excavation earth to the extent required complete Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per section 300 & all relevant sections/ clauses of Specification for road & bridge work of MoRT &H (5th Revision) & direction of Engineer in charge.
1925.15
142538
74.04
... More
Construction of Un-reinforced,dowel jointed M-30 Grade cement concrete pavement by semi-mechanized method over a prepared sub-base with 43 grade cement @ 400 kg /cum coarse and fine aggregate confirming to IS:383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a batching and mixing plant as per approved mix design,transported to site,laid with a fixed form or slip form paver,spread,compacted and finished in a continous operation etc , curing compound ,finishing to lines and grades as per drawing and as per clause 602 of MoSRT&H Specifications for Road & Bridge works (4th. Revision) and Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge.
343.75
2623640
7632.41
... More
Reinforced cement concrete M-25 compacted by vibration including curing for 14 days as per Section 900, 1500,1700,2100 & all relevant sections/ clauses of MORT&H specifcation and cost, conveyance of all materials, royalities with all labour, all T&P required for the work etc complete in all respect but excluding the cost and conveyance of M.S Rod or TOR steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending ,bindind and tying the grills and placing in proper position and as per specification and direction of the Engineer- in- charge.
Box Culvert
-
-
-
... More
Painting two coats with enamel paint of approved shade including all cost, conveyance of all materials, with all labour, all T&P required for the work etc complete in all respect and as per direction of Engineer - in- charge.
327.85
23942
73.03
... More
Sub Structure Wall
80.63
785840
9746.26
... More
HP Culvert
4.13
22598
5471.73
... More
Retaining Wall
9.91
880253
88824.74
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