Rural Works Department Tender
... More
The Rural Works Department has issued a formal invitation for competitive bids for Tender Invitation Notice For Schemes Under Rural Road Strengthening And Management Program As A Part Of Chief Minister Rural Road in Araria, Bihar, with an estimated contract value of Rs. 47,69,32,211. The bid opening date for this tender is 30-04-2025 and the last date for bid submission is 05-05-2025. Interested bidders for Rural Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 57,70,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Tender Invitation Notice For Schemes Under Rural Road Strengthening And Management Program As A Part Of Chief Minister Rural Road
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_RWD_140622_1Bid Award Id
ViewTender No
RRSMP/25-26 Forbisganj/04Tender Authority
Rural Works Department ViewPurchaser Address
-
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
1.2 m Dia Pile
1
350000
350000
... More
Pile Cap in RCC M-35 (Using Batching Plant, Transit Mixer and Concrete Pump)
305.69
8592
2626644.38
... More
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
366.84
4980
1827017.27
... More
Providing and laying Cutting Edge of mild steel weighing 40kg per metre for well foundation complete as per drawing and technical specification.
3.87
101860
394200.95
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
... More
Miscellaneous Work
-
-
-
... More
H.L. BRIDGE WORK
-
-
-
... More
Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
... More
Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row (1000 MM DIA HPC)
30
7249
217499.1
... More
Providing & Applying 2 coats of water based cement paints to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,effloresence and applying paint @ of 1 litre for 2 sqm
503.01
116
58600.67
... More
Total Cost for 1st Year Maintenance Work
1
13014
13014
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
26.26
14039
368675.69
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
306
4968
1520223.3
... More
18% GST
1
55375
55375.13
... More
1% LABOUR CESS
1
352795
352795.73
... More
DIVERSION
-
-
-
... More
Total Cost for 3rd Year Maintenance Works
1
79364
79364
... More
SEIGNOIRAGE FEE
1
286054
286054.12
... More
Granular Sub-base with Well Graded Material (Table 400.1) Grading I -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
100.67
3244
326623.7
... More
Carrying Out Load Test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load
-
-
-
... More
II. RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
82.6
9769
806924.36
... More
Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
24.16
68693
1659628.44
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
... More
1.2 m Dia Pile (2% of piles in total).
1
150000
150000
... More
Pile Cap in RCC M-35 (Using Batching Plant, Transit Mixer and Concrete Pump)
305.69
8592
2626644.38
... More
Total Cost for 1st Year Maintenance Work
1
19521
19521
... More
Providing & Applying 2 coats of water based cement paints to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,effloresence and applying paint @ of 1 litre for 2 sqm
334.17
116
38930.81
... More
a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings
-
-
-
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
-
-
-
... More
Add 20% of cost for kentledge including supports, loading arrangement and labour.
60
13483
808980
... More
PRIME COAT:- Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
1056
55
59030.4
... More
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
-
-
-
... More
Providing & Applying 2 coats of water based cement paints to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,effloresence and applying paint @ of 1 litre for 2 sqm
263.33
116
30677.95
... 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 clause 810
240
3178
762751.2
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1.2 m Dia Pile (2% of piles in total).
1
150000
150000
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
5129
245
1259887.56
... More
R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification
-
-
-
... More
APPROCH ROAD
-
-
-
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
225555.2
-
196233.02
... More
900 mm equilateral & triangle
2
6119
12239.6
... More
Construction of RCC H.L. Bridge in Barhara ST Tola To Nathpur Sima PMGSY Road At Ch-0.800 Km
-
-
-
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
107.81
68267
7359919.18
... More
900 mm side octagon
2
9110
18221.26
... More
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
556.88
4980
2773496.29
... More
P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.
8.87
7487
66417.94
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
132
229
30305.88
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
... More
Depth below bed level upto 3.0 M.
15
3914
58716.75
... More
Providing and Constructing Temporary Earth Island (Assuming depth of water 1.0 m and height of island to be 1.25 m including Royality for earth
1
83629
83629.59
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
61.5
4968
305535.08
... More
Well Steining
(vii) RCC M-30 Grade
Case-I : With Batching Plant and Concrete Pump
3354.12
8773
29428009.1
... More
Total Cost for 5th Year Maintenance Works
1
69364
69364
... More
Depth below bed level upto 3.0 M.
18
3914
70460.1
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
-
-
-
... More
TACK COAT:- Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.25 to 0.30 kg per sq m on the prepared Granular surface cleaned with hydraulic broom as per technical specification clause 503.
904.5
19
17375.45
... More
BOULDER PITCHING IN PROTECTION WORK
-
-
-
... More
Semi-Dense Bituminous Concrete:- Providing and laying semi dense 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 @ 4.5 to 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 as per MoRTH specification clause No. 508 complete in all respects.
26.85
14251
382656
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
58.96
14039
827765.38
... More
Providing and constructing One Span Service Road to reach island location from one pier location to another pier location including Royality for earth
37.5
4058
152195.25
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
326.06
4968
1619882.38
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
26.26
14039
368675.69
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
225555.2
-
196233.02
... More
900 mm side octagon
2
9110
18221.26
... More
R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification
-
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
50.7
12600
638862.59
... More
Total Cost for 3rd Year Maintenance Works
1
46956
46956
... More
P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.
8.87
7487
66417.94
... More
Total Cost for 5th Year Maintenance Works
1
59552
59552
... More
DIVERSION
-
-
-
... More
Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
69.18
68480
4737494.13
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
165.6
4968
822709.08
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface:-Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
40
778
31134
... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
Sand Filling
24
439
10544.64
... More
900 mm side octagon
2
9110
18221.26
... More
Providing and Constructing Temporary Earth Island (Assuming depth of water 1.0 m and height of island to be 1.25 m including Royality for earth
4
83629
334518.36
... More
900 mm equilateral & triangle
2
6119
12239.6
... More
Carrying out the Confirmatory Boring for Soil Investigation for foundation as per clause 2400 of MORT&H Specification.
180
1000
180000
... More
Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row (1000 MM DIA HPC)
30
7249
217499.1
... More
SEIGNOIRAGE FEE
1
1048
1048.64
... More
i) Upto 5m height (Using Batching Plant, Transit Mixer and Concrete Pump)
126.41
8889
1123783.64
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface:-Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
32
778
24907.2
... More
P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.
8.87
7487
66417.94
... More
Excavation for Structures
-
-
-
... More
WBM Grading 2:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
135.68
6374
864832.46
... More
Sandy Soil
-
-
-
... More
TACK COAT:- Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
768
16
12318.72
... More
R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification
-
-
-
... More
Well Cap
(ii) RCC Grade M-30
Case-I : With Batching Plant, Transit Mixer and Concrete Pump
211.95
8613
1825694.91
... More
c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings
-
-
-
... More
1% LABOUR CESS
1
1068729
1068729.22
... More
Sandy Soil
-
-
-
... More
900 mm equilateral & triangle
2
6119
12239.6
... More
Carrying out the Confirmatory Boring for Soil Investigation for foundation as per clause 2400 of MORT&H Specification.
150
1000
150000
... More
Beyond 3 m upto 10 m depth
36
5442
195942.24
... More
900 mm side octagon
2
9110
18221.26
... More
Plain / reinforced cement concrete in well foundation complete as per drawing and technical specification
-
-
-
... More
SUBSTRUCTURE
-
-
-
... More
Wet Mix Maccadam :- Providing Laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill) carraige of mixed material by tipper to site,laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100KN weight to achieve the desired density including lighting, barricading and maintainance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
67.84
4967
336978.92
... More
GSB (G-II) :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
192.97
3244
626122.04
... More
FOUNDATION
-
-
-
... More
DIVERSION
-
-
-
... More
Pile Cap in RCC M-35 (Using Batching Plant, Transit Mixer and Concrete Pump)
305.69
8592
2626644.38
... More
Providing and fixing in position 20 mm thick Premoulded jPJoint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
42.25
167
7083.64
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
220
229
50509.8
... More
900 mm equilateral & triangle
2
6119
12239.6
... More
Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row (1000 MM DIA HPC)
30
7249
217499.1
... More
Bituminous Macadam:- Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.
46.05
11901
548086.18
... More
Providing and fixing in position 20 mm thick Premoulded jPJoint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
33.8
167
5666.91
... More
Total Cost for 4th Year Maintenance Works
1
24517
24517
... More
Total Cost for 1st Year Maintenance Work
1
35389
35389
... More
1.2 m Dia Pile
1
350000
350000
... More
BOULDER PITCHING IN PROTECTION WORK
-
-
-
... More
b) Routine pile load test on pile for 1.5 times the design load specified in Drawings
-
-
-
... More
900 mm side octagon
2
9110
18221.26
... More
Providing Steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing
11.72
92578
1085023.65
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
33.37
14039
468496.11
... More
WBM Grading 2:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
90.23
6374
575131.43
... More
Providing and laying Boulder pitching on slopes with stone/ Boulder laid over prepared filter media as per drawing and technical specifications Clause 1302 (WIRE CARATED)
177
5210
922196.55
... More
900 mm x 300 mm,Hazard Marker
4
4598
18393.32
... More
Total Cost for 2nd Year Maintenance Works
1
25938
25938
... More
Miscellaneous Work
-
-
-
... More
R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification
-
-
-
... More
Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
... More
ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
144.14
9036
1302460.57
... More
SUPERSTRUCTURE
-
-
-
... More
Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
0.23
73254
16848.51
... More
Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
0.2
73254
14650.88
... More
Construction of Subgrade And Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
932.95
248
232220.58
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
132
229
30305.88
... More
Providing and Fixing 'Logo' of Project informayory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer 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 abd Annexure 1700.1.
4
10516
42065.2
... More
900 mm equilateral & triangle
2
6119
12239.6
... More
ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
25.71
9036
232317.62
... More
18% GST
1
43993
43993.54
... More
R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification
-
-
-
... More
a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings
-
-
-
... More
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
-
-
-
... More
TACK COAT:- Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.25 to 0.30 kg per sq m on the prepared Granular surface cleaned with hydraulic broom as per technical specification clause 503.
1056
19
20285.76
... More
FOUNDATION
-
-
-
... More
Construction Of RCC H.L. Bridge in PMGSY Road Sah Tola To Manikpur at Ch:-1.000 Kms.
-
-
-
... More
Wet Mix Maccadam:- Providing Laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill) carraige of mixed material by tipper to site,laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100KN weight to achieve the desired density including lighting, barricading and maintainance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
45.11
4967
224073.1
... More
II. RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
156
9769
1523973.36
... More
PROTECTION WORK
-
-
-
... More
SUBSTRUCTURE
-
-
-
... More
i) Upto 5m height (Using Batching Plant, Transit Mixer and Concrete Pump)
121.23
8889
1077733.49
... More
900 mm x 300 mm,Hazard Marker
4
4598
18393.32
... More
1% LABOUR CESS
1
361892
361892.17
... More
II. PCC Grade M-15 (Levelling Course for Pile Cap)
27.71
7487
207490.54
... More
Providing and laying Cutting Edge of mild steel weighing 40kg per metre for well foundation complete as per drawing and technical specification.
4.64
101860
472633.69
... More
Total Cost for 3rd Year Maintenance Works
1
76064
76064
... More
Total Cost for 5th Year Maintenance Works
1
93186
93186
... More
Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
62.89
68693
4320117.23
... More
Providing Steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing
19.17
92578
1774735.79
... More
ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
10.93
9027
98665.44
... More
i) Upto 5m height (Using Batching Plant, Transit Mixer and Concrete Pump)
114.49
8889
1017814.96
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, 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 of 1000 m as per Technical Specification Clause 202. (PCC Work/RCC)
412.45
1654
682489.26
... More
Dismantling of Existing Structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, 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 of 1000 m as per Technical Specification Clause 202. (PCC Work/RCC)
126.68
1654
209619.93
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
87.17
4968
433064.92
... More
i) Upto 5m height (Using Batching Plant, Transit Mixer and Concrete Pump)
118.22
8889
1050974.62
... More
SUPERSTRUCTURE
-
-
-
... More
BOULDER PITCHING IN PROTECTION WORK
-
-
-
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface:-Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
24
778
18680.4
... More
Total Cost for 5th Year Maintenance Works
1
87163
87163
... More
Total Cost for 4th Year Maintenance Works
1
52128
52128
... More
Total Cost for 2nd Year Maintenance Works
1
39280
39280
... More
R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification
-
-
-
... More
Providing and constructing One Span Service Road to reach island location from one pier location to another pier location including Royality for earth
66.79
4058
271069.89
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
81.97
68267
5595886.98
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
81.95
4968
407131.7
... More
P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.
8.87
7487
66417.94
... More
SUPERSTRUCTURE
-
-
-
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
... More
ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
7.19
9027
64904.35
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
25.35
12600
319431.29
... More
Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
... More
Carrying out the Confirmatory Boring for Soil Investigation for foundation as per clause 2400 of MORT&H Specification.
100
1000
100000
... More
18% GST
1
6403532
6403532.56
... More
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
-
-
-
... More
Bottom Plug
(i) PCC Grade M-20
Case-I : With Batching Plant and Concrete Pump
245.18
8065
1977550.78
... More
Miscellaneous Work
-
-
-
... More
Providing Steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing
11.72
92578
1085023.65
... More
P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.
8.87
7487
66417.94
... More
c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings
-
-
-
... More
II. RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
156
9769
1523973.36
... More
Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
0.12
73254
8790.53
... More
1% LABOUR CESS
1
2824
2824.55
... More
Carrying out the Confirmatory Boring for Soil Investigation for foundation as per clause 2400 of MORT&H Specification.
75
1000
75000
... More
1% LABOUR CESS
1
3072
3072.88
... More
II. RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
477.5
9769
4664726.15
... More
Total Cost for 3rd Year Maintenance Works
1
77629
77629
... More
Total Cost for 3rd Year Maintenance Works
1
51753
51753
... More
1.2 m Dia Pile (2% of piles in total) .
1
100000
100000
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
71.73
14039
1007049.03
... More
Reinforced Cement Concrete M-30 Grade Approach Slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
20.53
12402
254632.97
... More
Bituminous Macadam:- Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.
38.4
11901
457036.03
... More
Total Cost for 2nd Year Maintenance Works
1
41788
41788
... More
DIVERSION
-
-
-
... More
Reinforced Cement Concrete M-30 Grade Approach Slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
19.52
12402
242105.97
... More
Drainage Spouts complete as per drawing and technical specifications Clause 1209
18
5080
91451.34
... More
18% GST
1
6463299
6463299.17
... More
SEIGNOIRAGE FEE
1
403219
403219.21
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
-
-
-
... More
R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification
-
-
-
... More
II. PCC Grade M-15 (Levelling Course for Pile Cap)
27.71
7487
207490.54
... More
SUBSTRUCTURE
-
-
-
... More
900 mm equilateral & triangle
2
6119
12239.6
... More
DIVERSION
-
-
-
... More
GSB (G-II) :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
160.25
3244
519956.77
... More
Construction of RCC H.L. Bridge in Surya Narayan Yadav Mukhiya Tola Posadaha To Primary School Khaira Pacci Road At Ch-1.700 Km
-
-
-
... More
APPROCH ROAD
-
-
-
... More
Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter
50
7188
359412.5
... More
H.L. BRIDGE WORK
-
-
-
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm 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 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
93.36
1674
156336.92
... More
Total Cost for 1st Year Maintenance Work
1
37341
37341
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
-
-
-
... More
Excavation for Structures
-
-
-
... More
Providing and fixing in position 20 mm thick Premoulded jPJoint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
25.35
167
4250.18
... More
Providing and Constructing Temporary Earth Island (Assuming depth of water 1.0 m and height of island to be 1.25 m including Royality for earth
3
83629
250888.77
... More
Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
31.41
68480
2150978.47
... More
b) Routine pile load test on pile for 1.5 times the design load specified in Drawings
-
-
-
... More
1% LABOUR CESS
1
937883
937883.8
... More
Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter
60
7188
431295
... More
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.
-
-
-
... More
Drainage Spouts complete as per drawing and technical specifications Clause 1209
12
5080
60967.56
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
852.72
245
209462.14
... More
Providing and Fixing 'Logo' of Project informayory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer 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 abd Annexure 1700.1.
4
10516
42065.2
... More
b) Routine pile load test on pile for 1.5 times the design load specified in Drawings
-
-
-
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
33.8
12600
425908.39
... More
FOUNDATION
-
-
-
... More
b) Routine pile load test on pile for 1.5 times the design load specified in Drawings
-
-
-
... More
1% LABOUR CESS
1
484274
484274.18
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
100.8
412
41559.84
... More
TACK COAT:- Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
1303.5
16
20908.14
... More
Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface:-Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
40
778
31134
... More
Total Cost for 3rd Year Maintenance Works
1
63126
63126
... More
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.
-
-
-
... More
Providing & fixing 20 mm thick Compressible Fibre Board in expansion joint complete as per drawing & Technical Specification.
50.7
454
23034.02
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
158.02
5214
823927.34
... More
R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification
-
-
-
... More
18% GST
1
56053
56053.72
... More
1.2 m Dia Pile (2% of piles in total) .
1
100000
100000
... More
i) Upto 3m depth
550.81
412
227098.96
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
168
412
69266.4
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
225555.2
-
196233.02
... More
Excavation for Structures
-
-
-
... More
18% GST
1
30276
30276.56
... More
Carrying out the Confirmatory Boring for Soil Investigation for foundation as per clause 2400 of MORT&H Specification.
75
1000
75000
... More
Semi-Dense Bituminous Concrete:- Providing and laying semi dense 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 @ 4.5 to 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 as per MoRTH specification clause No. 508 complete in all respects.
23.03
14251
328214.81
... More
Total Cost for 4th Year Maintenance Works
1
36777
36777
... More
18% GST
1
51531
51531.47
... More
MISCELLANEOUS
-
-
-
... More
R.C.C. grade M 35 in Pile Foundation complete as per Dwg & Tech Specification.
-
-
-
... More
Granular Sub-base with Well Graded Material (Table 400.1) Grading I -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
125.82
3244
408243.12
... More
II. 1200 mm Dia (Using Batching Plant, Transit Mixer and Concrete Pump)
600
16612
9967464
... More
1.2 m Dia Pile (2% of piles in total).
1
150000
150000
... More
II. 1200 mm Dia (Using Batching Plant, Transit Mixer and Concrete Pump)
468
16612
7774621.92
... More
Total Cost for 4th Year Maintenance Works
1
51145
51145
... More
Top Plug
(ii) PCC Grade M-20
Case-I : With Batching Plant and Concrete Pump
20.41
7956
162398.7
... More
Bituminous Macadam:- Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.
47.96
11901
570848.72
... More
Miscellaneous Work
-
-
-
... More
Total Cost for 1st Year Maintenance Work
1
40625
40625
... More
Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
24.16
68693
1659628.44
... More
PROTECTION WORK
-
-
-
... More
MISCELLANEOUS
-
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
... More
Wet Mix Maccadam:- Providing Laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill) carraige of mixed material by tipper to site,laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100KN weight to achieve the desired density including lighting, barricading and maintainance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
70.68
4967
351085.94
... More
PROTECTION WORK
-
-
-
... More
Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
61.97
68480
4243748.36
... More
SUBSTRUCTURE
-
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
100.8
412
41559.84
... More
a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings
-
-
-
... More
SUBSTRUCTURE
-
-
-
... 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 clause 810
160
3178
508500.8
... More
Retro-reflectorised Traffic Signs
-
-
-
... More
i) Upto 5m height (Using Batching Plant, Transit Mixer and Concrete Pump)
204.74
8889
1820136.55
... More
PROTECTION WORK
-
-
-
... More
APPROCH ROAD
-
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
201.6
412
83119.68
... More
Drainage Spouts complete as per drawing and technical specifications Clause 1209
12
5080
60967.56
... More
Bituminous Macadam (For Grading-II):- Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.
65.18
11901
775711.55
... More
SEIGNOIRAGE FEE
1
295576
295576.95
... More
FOUNDATION
-
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
... More
Bituminous Macadam:- Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.
53.7
11901
639136.33
... More
1.2 m Dia Pile
1
350000
350000
... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
Sand Filling
6
439
2636.16
... More
Granular Material
144.87
4248
615423.7
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
4776.66
245
1173338.76
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
281.7
5214
1468803.52
... More
Construction of Subgrade And Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
758.6
248
188823.13
... More
Total Cost for 2nd Year Maintenance Works
1
44331
44331
... More
Construction of Subgrade And Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
584.25
248
145425.67
... More
Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
77.77
68693
5342272.5
... More
Providing and fixing in position 20 mm thick Premoulded jPJoint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
25.35
167
4250.18
... More
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
563.4
4980
2805968.63
... More
Providing and Constructing Temporary Earth Island (Assuming depth of water 1.0 m and height of island to be 1.25 m including Royality for earth
1
83629
83629.59
... More
R.C.C. grade M 35 in Pile Foundation complete as per Dwg & Tech Specification.
-
-
-
... More
Total Cost for 5th Year Maintenance Works
1
89327
89327
... More
Providing and constructing One Span Service Road to reach island location from one pier location to another pier location including Royality for earth
37.5
4058
152195.25
... More
Sand filling in wells complete as per drawing and technical specifications
1536.57
3888
5974829.52
... More
Providing & Applying 2 coats of water based cement paints to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,effloresence and applying paint @ of 1 litre for 2 sqm
263.33
116
30677.95
... More
I) Sandy Material
171.92
4228
727013.58
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
108.7
5214
566769.41
... More
Well Cap
(ii) RCC Grade M-30
Case-I : With Batching Plant, Transit Mixer and Concrete Pump
254.34
8613
2190833.89
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
577.72
245
141911.14
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
... More
Providing and Fixing 'Logo' of Project informayory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer 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 abd Annexure 1700.1.
4
10516
42065.2
... More
PRIME COAT:- Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
904.5
55
50561.55
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
81.08
68267
5535128.9
... More
Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
0.16
73254
11720.7
... More
H.L. BRIDGE WORK
-
-
-
... More
WBM Grading 2:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
141.36
6374
901037.12
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm 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 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
68.36
1674
114472.92
... More
Providing and constructing One Span Service Road to reach island location from one pier location to another pier location including Royality for earth
25
4058
101463.5
... More
Semi-Dense Bituminous Concrete:- Providing and laying semi dense 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 @ 4.5 to 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 as per MoRTH specification clause No. 508 complete in all respects.
15.38
14251
219189.92
... More
i) Upto 5m height (Using Batching Plant, Transit Mixer and Concrete Pump)
123.84
8889
1100936.36
... More
Providing and fixing in position 20 mm thick Premoulded jPJoint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
25.35
167
4250.18
... More
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
337.44
4980
1680592.92
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
78.47
4968
389842.88
... More
Granular Material
150.87
4248
640912.36
... More
i) Upto 3m depth
415.68
412
171384.86
... More
R.C.C. grade M 35 in Pile Foundation complete as per Dwg & Tech Specification.
-
-
-
... More
Providing and laying Boulder pitching on slopes with stone/ Boulder laid over prepared filter media as per drawing and technical specifications Clause 1302 (WIRE CARATED)
460.8
5210
2400837.12
... More
Providing and constructing One Span Service Road to reach island location from one pier location to another pier location including Royality for earth
49.5
4058
200897.73
... More
18% GST
1
32675
32675.21
... More
II. PCC Grade M-15 (Levelling Course for Pile Cap)
27.71
7487
207490.54
... More
Providing & fixing 20 mm thick Compressible Fibre Board in expansion joint complete as per drawing & Technical Specification.
25.35
454
11517.01
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
1968.56
245
483557.08
... More
H.L. BRIDGE WORK
-
-
-
... More
Well Curb
(iv) RCC M-35 Grade
Case-I : With Batching Plant, Transit Mixer and Concrete Pump
388
9376
3637934.56
... More
ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
28.8
9036
260239.1
... More
18% GST
1
17225941
17225941.84
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
168
412
69266.4
... More
c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings
-
-
-
... More
Drainage Spouts complete as per drawing and technical specifications Clause 1209
12
5080
60967.56
... More
FOUNDATION
-
-
-
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm 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 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
208.24
1674
348710.37
... More
Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
22.94
68480
1570947.03
... More
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.
-
-
-
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
-
-
-
... More
Providing Steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing
8.88
92578
822099.83
... More
Carrying Out Load Test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load
-
-
-
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
19.23
14039
269978.43
... More
Total Cost for 2nd Year Maintenance Works
1
25079
25079
... More
TACK COAT:- Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
959.25
16
15386.37
... More
i) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
23.36
9027
210871.42
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm 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 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
253.36
1674
424266.52
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
120
229
27550.8
... 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 clause 810
160
3178
508500.8
... More
Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
24.65
68480
1688049.01
... More
Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specification. Depth of sinking is reckoned from bed level.
-
-
-
... More
c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings
-
-
-
... More
GSB (G-II) :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
201.15
3244
652663.36
... More
BOULDER PITCHING IN APPROACH ROAD
-
-
-
... More
i) Upto 3m depth
583.26
412
240478.1
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
Sand Filling
28.8
439
12653.57
... More
Sand filling in wells complete as per drawing and technical specifications
1843.89
3888
7169818.75
... More
Supplying, fitting and fixing in position true to line and level POT-PTFE Bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.
30
48594
1457832.9
... More
Total Cost for 4th Year Maintenance Works
1
47468
47468
... More
Granular Sub-base with Well Graded Material (Table 400.1) Grading I -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
43.61
3244
141483.4
... More
GSB :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
274.78
3244
891567.67
... More
1.2 m Dia Pile (2% of piles in total) .
1
100000
100000
... More
WBM Grading 2:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
158.4
6374
1009651.1
... More
ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
7.14
9027
64452.99
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface:-Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
48
778
37360.8
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
... More
SEIGNOIRAGE FEE
1
274848
274848.94
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
252
229
57856.68
... 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 clause 810
240
3178
762751.2
... More
TACK COAT:- Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
921
16
14772.84
... More
I) Sandy Material
143.84
4228
608269.15
... More
18% GST
1
19632002
19632002.13
... More
Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
0.22
73254
16115.96
... More
R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification
-
-
-
... More
Beyond 10 m upto 20 m
-
-
-
... More
Construction Of RCC H.L. Bridge In L056-Rampur To Bailsandi Road (VR56) At Ch-1.600 Kms.
-
-
-
... More
1% LABOUR CESS
1
349397
349397.3
... More
TACK COAT:- Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
1074
16
17226.96
... More
Total Cost for 2nd Year Maintenance Works
1
16720
16720
... More
Granular Sub-base with Well Graded Material (Table 400.1) Grading I -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
29.54
3244
95847.26
... More
1.2 m Dia Pile (2% of piles in total) .
1
100000
100000
... More
II. RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
382
9769
3731780.92
... More
Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
31.12
68693
2137733.32
... More
R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification
-
-
-
... More
Total Cost for 4th Year Maintenance Works
1
30617
30617
... More
SEIGNOIRAGE FEE
1
973413
973413.23
... More
900 mm equilateral & triangle
2
6119
12239.6
... More
PRIME COAT:- Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
601.5
55
33623.85
... More
Construction of Subgrade And Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
1107.3
248
275618.04
... More
APPROCH ROAD
-
-
-
... More
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
771
4980
3839903.82
... More
i) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
29.06
9027
262325.49
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
25.35
12600
319431.29
... More
1.2 m Dia Pile
1
350000
350000
... More
Beyond 20 m upto 30 m
-
-
-
... More
TACK COAT:- Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.25 to 0.30 kg per sq m on the prepared Granular surface cleaned with hydraulic broom as per technical specification clause 503.
753
19
14465.13
... More
Beyond 20 m upto 30 m
-
-
-
... More
18% GST
1
7202688
7202688.55
... More
Semi-Dense Bituminous Concrete:- Providing and laying semi dense 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 @ 4.5 to 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 as per MoRTH specification clause No. 508 complete in all respects.
23.98
14251
341771.66
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm 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 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
93.36
1674
156336.92
... More
Sandy Material
300.75
4228
1271808.59
... More
Reinforced Cement Concrete M-30 Grade Approach Slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
20.53
12402
254632.97
... More
Construction Of RCC H.L. Bridge In L056-Rampur To Bailsandi Road (VR56) At Ch-15.500 Kms.
-
-
-
... More
18% GST
1
45350
45350.79
... More
Miscellaneous Work
-
-
-
... More
Providing and Fixing 'Logo' of Project informayory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer 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 abd Annexure 1700.1.
4
10516
42065.2
... More
FOUNDATION
-
-
-
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
25.35
12600
319431.29
... More
900 mm x 300 mm,Hazard Marker
4
4598
18393.32
... More
Beyond 3 m upto 10 m depth
30
5442
163285.2
... More
R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification
-
-
-
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
140.15
5214
730751.91
... More
Providing & fixing 20 mm thick Compressible Fibre Board in expansion joint complete as per drawing & Technical Specification.
25.35
454
11517.01
... More
Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
... More
R.C.C. grade M 35 in Pile Foundation complete as per Dwg & Tech Specification.
-
-
-
... More
Total Cost for 5th Year Maintenance Works
1
51636
51636
... More
WBM Grading 2:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
112.95
6374
719950.08
... More
GSB (G-II) :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
127.52
3244
413759.04
... More
H.L. BRIDGE WORK
-
-
-
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
4821.26
245
1184294.31
... More
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
-
-
-
... More
Bituminous Macadam:- Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.
30.75
11901
365985.89
... More
Providing & Applying 2 coats of water based cement paints to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,effloresence and applying paint @ of 1 litre for 2 sqm
628.22
116
73187.63
... More
SUPERSTRUCTURE
-
-
-
... More
SUBSTRUCTURE
-
-
-
... More
i) Upto 5m height (Using Batching Plant, Transit Mixer and Concrete Pump)
216.49
8889
1924593.94
... More
Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
... More
II. PCC Grade M-15 (Levelling Course for Pile Cap)
27.71
7487
207490.54
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface:-Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
42
778
32690.7
... More
Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
... More
i) Upto 3m depth
549.28
412
226468.14
... More
TACK COAT:- Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.25 to 0.30 kg per sq m on the prepared Granular surface cleaned with hydraulic broom as per technical specification clause 503.
601.5
19
11554.82
... More
Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
23.95
68480
1640112.53
... More
Reinforced Cement Concrete M-30 Grade Approach Slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
20.53
12402
254632.97
... More
ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
24.8
9036
224094.78
... More
Miscellaneous Work
-
-
-
... More
Carrying Out Load Test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load
-
-
-
... More
FOUNDATION
-
-
-
... More
R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification
-
-
-
... More
Drainage Spouts complete as per drawing and technical specifications Clause 1209
12
5080
60967.56
... More
Plain / reinforced cement concrete in well foundation complete as per drawing and technical specification
-
-
-
... More
900 mm x 300 mm,Hazard Marker
4
4598
18393.32
... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
Sand Filling
14.4
439
6326.78
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
25.35
12600
319431.29
... More
I) Sandy Material
161.39
4228
682484.42
... More
900 mm x 300 mm,Hazard Marker
4
4598
18393.32
... More
Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row (1000 MM DIA HPC)
45
7249
326248.65
... More
Providing & fixing 20 mm thick Compressible Fibre Board in expansion joint complete as per drawing & Technical Specification.
33.8
454
15356.02
... More
Add 20% of cost for kentledge including supports, loading arrangement and labour.
50
13483
674150
... More
ii) 3m to 6m depth
199.08
489
97471.56
... More
SEIGNOIRAGE FEE
1
992
992.46
... More
Providing and Fixing 'Logo' of Project informayory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer 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 abd Annexure 1700.1.
4
10516
42065.2
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
85.43
4968
424420.51
... More
Providing and Fixing 'Logo' of Project informayory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer 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 abd Annexure 1700.1.
4
10516
42065.2
... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
Sand Filling
24
439
10544.64
... More
PRIME COAT:- Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
904.5
55
50561.55
... More
Reinforced Cement Concrete M-30 Grade Approach Slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
20.53
12402
254632.97
... More
Semi-Dense Bituminous Concrete:- Providing and laying semi dense 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 @ 4.5 to 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 as per MoRTH specification clause No. 508 complete in all respects.
19.2
14251
273631.1
... More
Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row (1000 MM DIA HPC)
30
7249
217499.1
... More
Excavation for Structures
-
-
-
... More
1.2 m Dia Pile (2% of piles in total).
1
150000
150000
... More
II. 1200 mm Dia (Using Batching Plant, Transit Mixer and Concrete Pump)
468
16612
7774621.92
... More
TACK COAT:-Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
921
16
14772.84
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
165.6
4968
822709.08
... More
1% LABOUR CESS
1
1655
1655.56
... More
Providing and laying Boulder pitching on slopes with stone/ Boulder laid over prepared filter media as per drawing and technical specifications Clause 1302 (WIRE CARATED)
768
5210
4001395.2
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
5485.8
245
1347531.91
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface:-Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
60
778
46701
... More
P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.
8.87
7487
66417.94
... More
Providing & fixing 20 mm thick Compressible Fibre Board in expansion joint complete as per drawing & Technical Specification.
25.35
454
11517.01
... More
1.2 m Dia Pile (2% of piles in total) .
1
100000
100000
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
338332.8
-
294349.54
... More
P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.
8.87
7487
66417.94
... More
1% LABOUR CESS
1
2483
2483.33
... More
WBM Grading 2:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
192.49
6374
1226926.87
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
102.6
5214
534963.58
... More
Semi-Dense Bituminous Concrete:- Providing and laying semi dense 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 @ 4.5 to 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 as per MoRTH specification clause No. 508 complete in all respects.
23.03
14251
328214.81
... More
SEIGNOIRAGE FEE
1
935
935.89
... More
Construction of Subgrade And Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
976.54
248
243070.57
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
-
-
-
... More
II. 1200 mm Dia (Using Batching Plant, Transit Mixer and Concrete Pump)
468
16612
7774621.92
... More
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.
-
-
-
... More
H.L. BRIDGE WORK
-
-
-
... More
II. RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
183.6
9769
1793599.42
... More
18% GST
1
8876684
8876684.04
... More
TACK COAT:- Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
615
16
9864.6
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm 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 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
93.36
1674
156336.92
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
42
412
17316.6
... More
Providing and constructing One Span Service Road to reach island location from one pier location to another pier location including Royality for earth
37.5
4058
152195.25
... More
II. 1200 mm Dia (Using Batching Plant, Transit Mixer and Concrete Pump)
468
16612
7774621.92
... More
Construction of RCC H.L. Bridge in L056-Rampur To Bailsandi Road (VR56) At Ch-1.900 Kms.
-
-
-
... More
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
-
-
-
... More
II. RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)
156
9769
1523973.36
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
-
-
-
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
73.25
4968
363909.66
... More
TACK COAT:- Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.25 to 0.30 kg per sq m on the prepared Granular surface cleaned with hydraulic broom as per technical specification clause 503.
942.38
19
18103.02
... More
I) Sandy Material
168.41
4228
712170.52
... More
Sandy Material
368.9
4228
1560000.63
... More
Granular Sub-base with Well Graded Material (Table 400.1) Grading I -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
43.61
3244
141483.4
... More
1% LABOUR CESS
1
3036
3036.11
... More
ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
27.46
9036
248130.76
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
276
4968
1371181.8
... More
Well Curb
(iv) RCC M-35 Grade
Case-I : With Batching Plant, Transit Mixer and Concrete Pump
388
9376
3637934.56
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
225555.2
-
196233.02
... More
Providing and fixing in position 20 mm thick Premoulded jPJoint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
50.7
167
8500.36
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm 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 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
118.66
1674
198703.29
... More
SEIGNOIRAGE FEE
1
1132
1132.49
... More
Reinforced Cement Concrete M-30 Grade Approach Slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
20.53
12402
254632.97
... More
900 mm side octagon
2
9110
18221.26
... More
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
498.6
4980
2483237.41
... More
Carrying out the Confirmatory Boring for Soil Investigation for foundation as per clause 2400 of MORT&H Specification.
75
1000
75000
... More
BOULDER PITCHING IN APPROACH ROAD
-
-
-
... More
Construction of Subgrade And Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
1368.83
248
340714.23
... More
i) Upto 3m depth
327.86
412
135176.68
... More
APPROCH ROAD
-
-
-
... More
Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specification. Depth of sinking is reckoned from bed level.
-
-
-
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
80.33
68267
5483928.28
... More
APPROCH ROAD
-
-
-
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
162.92
68267
11122141.1
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
852.72
245
209462.14
... More
1.2 m Dia Pile
1
350000
350000
... More
Providing and Constructing Temporary Earth Island (Assuming depth of water 1.0 m and height of island to be 1.25 m including Royality for earth
1
83629
83629.59
... 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 clause 810
240
3178
762751.2
... More
H.L. BRIDGE WORK
-
-
-
... More
TACK COAT:- Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.25 to 0.30 kg per sq m on the prepared Granular surface cleaned with hydraulic broom as per technical specification clause 503.
904.5
19
17375.45
... More
Bottom Plug
(i) PCC Grade M-20
Case-I : With Batching Plant and Concrete Pump
294.21
8065
2373012.54
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
... More
Total Cost for 1st Year Maintenance Work
1
32135
32135
... More
Pile Cap in RCC M-35 (Using Batching Plant, Transit Mixer and Concrete Pump)
305.69
8592
2626644.38
... More
Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
15.24
68693
1046884.83
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
120
229
27550.8
... More
Miscellaneous Work
-
-
-
... More
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
Sand Filling
14.4
439
6326.78
... More
Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
24.16
68480
1654493.47
... More
Providing and laying Boulder pitching on slopes with stone/ Boulder laid over prepared filter media as per drawing and technical specifications Clause 1302 (WIRE CARATED)
993.6
5210
5176805.04
... More
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.
-
-
-
... More
SEIGNOIRAGE FEE
1
991
991.55
... More
Providing & fixing 20 mm thick Compressible Fibre Board in expansion joint complete as per drawing & Technical Specification.
25.35
454
11517.01
... More
i) Upto 3m depth
648.4
412
267335.32
... More
Carrying Out Load Test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load
-
-
-
... More
Beyond 10 m upto 20 m
-
-
-
... More
Semi-Dense Bituminous Concrete:- Providing and laying semi dense 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 @ 4.5 to 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 as per MoRTH specification clause No. 508 complete in all respects.
32.59
14251
464424.67
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
42.25
12600
532385.49
... More
Total Cost for 1st Year Maintenance Work
1
23714
23714
... More
Providing and Fixing 'Logo' of Project informayory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer 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 abd Annexure 1700.1.
4
10516
42065.2
... 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 clause 810
160
3178
508500.8
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
395.1
4968
1962876.56
... More
1% LABOUR CESS
1
2410
2410.62
... More
Providing and laying Boulder pitching on slopes with stone/ Boulder laid over prepared filter media as per drawing and technical specifications Clause 1302 (WIRE CARATED)
460.8
5210
2400837.12
... More
Excavation for Structures
-
-
-
... More
18% GST
1
6632403
6632403.44
... More
SEIGNOIRAGE FEE
1
1006
1006.36
... More
Construction Of RCC H.L. Bridge In Naharpul Babu Lal Paswan Tola To Ward-15 Paswan Master Tola At Ch-1.020 Kms.
-
-
-
... More
ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
7.19
9027
64904.35
... More
900 mm x 300 mm,Hazard Marker
4
4598
18393.32
... More
SUPERSTRUCTURE
-
-
-
... More
BOULDER PITCHING IN PROTECTION WORK
-
-
-
... More
SEIGNOIRAGE FEE
1
1125027
1125027.54
... More
Total Cost for 4th Year Maintenance Works
1
41338
41338
... More
Providing and Constructing Temporary Earth Island (Assuming depth of water 1.0 m and height of island to be 1.25 m including Royality for earth
1
83629
83629.59
... More
Providing and fixing in position 20 mm thick Premoulded jPJoint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
25.35
167
4250.18
... More
Carrying Out Load Test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load
-
-
-
... More
Providing Steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing
13.85
92578
1282216.52
... More
PROTECTION WORK
-
-
-
... More
II. PCC Grade M-15 (Levelling Course for Pile Cap)
35
7487
262077.55
... More
c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings
-
-
-
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
26.26
14039
368675.69
... More
Excavation for Structures
-
-
-
... More
SEIGNOIRAGE FEE
1
334508
334508.6
... More
Wet Mix Maccadam:- Providing Laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill) carraige of mixed material by tipper to site,laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100KN weight to achieve the desired density including lighting, barricading and maintainance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
56.48
4967
280526.01
... More
Drainage Spouts complete as per drawing and technical specifications Clause 1209
40
5080
203225.2
... More
Wet Mix Maccadam:- Providing Laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill) carraige of mixed material by tipper to site,laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100KN weight to achieve the desired density including lighting, barricading and maintainance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
79.2
4967
393406.99
... 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 clause 810
240
3178
762751.2
... More
SUBSTRUCTURE
-
-
-
... More
Bituminous Macadam:- Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.
46.05
11901
548086.18
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
4598.26
245
1129516.59
... More
a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings
-
-
-
... More
Providing & fixing 20 mm thick Compressible Fibre Board in expansion joint complete as per drawing & Technical Specification.
42.25
454
19195.02
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
2460.48
245
604392.31
... More
PRIME COAT:- Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
753
55
42092.7
... More
ii) 3m to 6m depth
165.9
489
81226.3
... More
R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification
-
-
-
... More
Well Steining
(vii) RCC M-30 Grade
Case-I : With Batching Plant and Concrete Pump
2795.1
8773
24523340.92
... More
ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
46.56
9036
420719.88
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
112.32
5214
585644.34
... More
Top Plug
(ii) PCC Grade M-20
Case-I : With Batching Plant and Concrete Pump
17.01
7956
135345.51
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
4687.46
245
1151427.67
... More
b) Routine pile load test on pile for 1.5 times the design load specified in Drawings
-
-
-
... More
PRIME COAT:- Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
1283.25
55
71733.68
... More
Wet Mix Maccadam:- Providing Laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill) carraige of mixed material by tipper to site,laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100KN weight to achieve the desired density including lighting, barricading and maintainance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
96.24
4967
478067.73
... More
WBM Grading 2:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
135.68
6374
864832.46
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .
4018.46
245
987094.51
... More
i) Upto 3m depth
759.24
412
313034.65
... More
Construction of Subgrade And Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
932.95
248
232220.58
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
178.29
68267
12171412.58
... More
APPROCH ROAD
-
-
-
... More
R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification
-
-
-
... More
TACK COAT:- Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.25 to 0.30 kg per sq m on the prepared Granular surface cleaned with hydraulic broom as per technical specification clause 503.
1283.25
19
24651.23
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
... More
PRIME COAT:- Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
942.38
55
52678.76
... More
900 mm x 300 mm,Hazard Marker
4
4598
18393.32
... More
ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
7.19
9027
64904.35
... More
Retro-reflectorised Traffic Signs
-
-
-
... More
1% LABOUR CESS
1
1788
1788.61
... More
Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
0.33
73254
24173.95
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
367.2
4968
1824267.96
... More
Reinforced Cement Concrete M-30 Grade Approach Slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
19.52
12402
242105.97
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
385.5
5214
2010023.99
... More
1.2 m Dia Pile (2% of piles in total).
1
150000
150000
... More
PROTECTION WORK
-
-
-
... More
Supplying, fitting and fixing in position true to line and level POT-PTFE Bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.
24
48594
1166266.32
... More
Total Cost for 3rd Year Maintenance Works
1
83828
83828
... More
SEIGNOIRAGE FEE
1
879
879.32
... More
Providing & Applying 2 coats of water based cement paints to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,effloresence and applying paint @ of 1 litre for 2 sqm
193.33
116
22522.95
... More
ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)
312.46
9036
2823413.56
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
81.08
68267
5535128.9
... More
I) Sandy Material
154.37
4228
652798.31
... More
Providing & Applying 2 coats of water based cement paints to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,effloresence and applying paint @ of 1 litre for 2 sqm
263.33
116
30677.95
... More
Carrying out the Confirmatory Boring for Soil Investigation for foundation as per clause 2400 of MORT&H Specification.
75
1000
75000
... More
Providing and laying Boulder pitching on slopes with stone/ Boulder laid over prepared filter media as per drawing and technical specifications Clause 1302 (WIRE CARATED)
828
5210
4314004.2
... More
Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
24.16
68693
1659628.44
... More
a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings
-
-
-
... More
SUPERSTRUCTURE
-
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
-
-
... More
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
355.92
4980
1772631.09
... More
Total Cost for 2nd Year Maintenance Works
1
35099
35099
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
120
229
27550.8
... More
Drainage Spouts complete as per drawing and technical specifications Clause 1209
32
5080
162580.16
... More
1% LABOUR CESS
1
392875
392875.53
... More
Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
0.2
73254
14650.88
... More
GSB :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
192.97
3244
626122.04
... More
Total Cost for 5th Year Maintenance Works
1
84254
84254
... More
Excavation for Structures
-
-
-
... More
GSB (G-II) :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
225.7
3244
732319.76
... More
900 mm side octagon
2
9110
18221.26
... More
R.C.C. grade M 35 in Pile Foundation complete as per Dwg & Tech Specification.
-
-
-
... More
Providing and Constructing Temporary Earth Island (Assuming depth of water 1.0 m and height of island to be 1.25 m including Royality for earth
2
83629
167259.18
... More
Pile Cap in RCC M-35 (Using Batching Plant, Transit Mixer and Concrete Pump)
385.55
8592
3312842.23
... More
PROTECTION WORK
-
-
-
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