Construction Of High Level Bridge At L022-Siwan Paigamberpur Road T01 To Kndapur (Track1) Inblock - Daraundha, Rwd Division Maharajganj ,District - Saran , Bihar, Maharajganj-Bihar

TDR : 48996878

Tender Notice
BOQ

Expired

Maharajganj , Bihar

Tender Brief : Construction Of High Level Bridge At L022-Siwan Paigamberpur Road T01 To Kndapur (Track1) Inblock - Daraundha, Rwd Division Maharajganj ,District - Saran , Bihar

Document Fees
₹ 10000 /-

EMD
₹ 3097000.0 /-

Tender Value
₹ 20.96 Crore /-

Submission Date
09-05-2025

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !


1	HIGH LEVEL BRIDGE AT L022-SIWAN PAIGAMBERPUR ROAD T01 TO KNDAPUR (TRACK1) INBLOCK - DARAUNDHA, RWD DIVISION MAHARAJGANJ ,DISTRICT - SARAN , BIHAR
2	Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) including dynamic load test for its integrity , length & capacity a) Initial and routine load test ,Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) including dynamic load test for its integrity , length & capacity b) Lateral load test
3	Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Upto 3.000 M Depth
4	Providing service road etc. all complete job as per specifications and direction of E/I.
5	Providing Steel Liner 6 mm thick for Piles including Fabricating and Setting out as per Detailed Drawing.
6	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.
7	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 metres(Extra Pile Length). Stripping off RCC M35 in the pile up to cut off level and disposal of debris with all leads and lifts.
8	Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
9	Cement Concrete for Reinforced Concrete M - 35 in Pile Cap complete as per Drawing and Technical Specification
10	Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
11	Providing RCC M-30 Mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand ofFM-2 …… All complete job as per design Upto 5 m Hieght
12	Supply Fitting & Fixing Elasto-Meric Bearing & seismic Pad :-- 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.
13	Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
14	Supplying, fitting and placing HYSD Bar reinforcementin substructure complete as per Drawing and Technical Specification.
15	Back filling behind abutment, wing wall and return wall, complete as per Drawing and \technical Specification.(Sandy Material )
16	Providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in CI. 2504.22 of MORTH Specification of not less than 600mm behind abutment, wing and return wall to the full height compacted.
17	ProvidingRCC M 30 Grade & Super structure :-- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical SpecificationBeyond 5 m and upto 10m Hieght (Solid Slab)
18	Providing HYSD Bar in all types of RCC work:-- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications .
19	Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
20	Providing RCC M30 Grade In Railing:--Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
21	Providing Drainage spout:-- Drainage Spouts complete as per drawing and Technical specification
22	Providing PCC M15 gradeBelow Approach Slab:-- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
23	Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
24	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	Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ IL per sq.m.
26	Numbering & writing Bridge details with 2 coats of enamel paint of approved shade & make including cost of all materials, labour, tools etc. as per SOR Item 8.3
27	Providing and Painting of flood gauge on substructure to full height and 500mm wide including cost of all materials, labour, tools etc.
28	Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
29	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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
30	Granular sub base Gr-II with close graded material as per MORTH CL. 401.
31	Laying Reinforced Cement Concrete Pipe NP3 / Prestressed Concrete Pipe on First Class Bedding .
32	Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
33	Providing and laying pitching on slopes laid overprepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing & Technical Specifications. SOR Item-15.4A (Ref. MORTH CI.2504)
34	Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications.SOR Item-15.5
35	Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
36	Providing PCC M-15 Plain/Reinforced cement concrete in Foundation complete as per drawing and Technical Specifications
37	Supplying, fitting and placing HYSD Bar reinforcementin Foundation complete as per Drawing and Technical Specification.
38	Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
39	Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
40	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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
41	Construction of sub-grade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
42	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (Grading-I)
43	Water Bound Macadam:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.Grade - III
44	Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
45	Providing and applying Tack coat with bitumen emulsion as per T.S Clause 503 & Direction of E/I.
46	Mix Seal Surfacing - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 (Mechanical Means)
47	Add GST @ 18%
48	Add Cess @ 1%
49	Add Seigniorage Fee
50	Supply Fitting & Fixing Elasto-Meric Bearing & seismic Pad :-- 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.
51	Providing and laying pitching on slopes laid overprepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing & Technical Specifications. SOR Item-15.4A (Ref. MORTH CI.2504)
52	Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications.SOR Item-15.5
53	Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
54	Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
55	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.
56	1st YEAR MAINTENANCE OF ROAD
57	2nd YEAR MAINTENANCE OF ROAD
58	3rd YEAR MAINTENANCE OF ROAD
59	4th YEAR MAINTENANCE OF ROAD
60	5th YEAR MAINTENANCE OF ROAD
61	Add GST @ 18%
62	Add Cess @ 1%
63	Add Seigniorage Fee
64	HIGH LEVEL BRIDGE AT TAKKIPUR PAKKI SADAK TO BHIKHA BANDH MIYA TOLA VIA PRATHMIK VIDYALYA INBLOCK - DARAUNDHA, RWD DIVISION MAHARAJGANJ ,DISTRICT - SARAN , BIHAR
65	Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) including dynamic load test for its integrity , length & capacity a) Initial and routine load test ,Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) including dynamic load test for its integrity , length & capacity b) Lateral load test
66	Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Upto 3.000 M Depth
67	Providing and Constructing Temporary Island 16 m diameter. all complete job as per specifications and direction of E/I.
68	Providing service road etc. all complete job as per specifications and direction of E/I.
69	Providing Steel Liner 6 mm thick for Piles including Fabricating and Setting out as per Detailed Drawing.
70	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.
71	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 metres(Extra Pile Length). Stripping off RCC M35 in the pile up to cut off level and disposal of debris with all leads and lifts.
72	Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
73	Cement Concrete for Reinforced Concrete M - 35 in Pile Cap complete as per Drawing and Technical Specification
74	Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
75	Providing RCC M-30 Mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand ofFM-2 …… All complete job as per design Upto 5 m Hieght
76	Supply Fitting & Fixing Elasto-Meric Bearing & seismic Pad :-- 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.
77	Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
78	Supplying, fitting and placing HYSD Bar reinforcementin substructure complete as per Drawing and Technical Specification.
79	Back filling behind abutment, wing wall and return wall, complete as per Drawing and \technical Specification.(Sandy Material )
80	Providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in CI. 2504.22 of MORTH Specification of not less than 600mm behind abutment, wing and return wall to the full height compacted.
81	ProvidingRCC M 30 Grade & Super structure :-- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical SpecificationBeyond 5 m and upto 10m Hieght (Solid Slab)
82	Providing HYSD Bar in all types of RCC work:-- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications .
83	Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
84	Providing RCC M30 Grade In Railing:--Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
85	Providing Drainage spout:-- Drainage Spouts complete as per drawing and Technical specification
86	Providing PCC M15 gradeBelow Approach Slab:-- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
87	Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
88	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.
89	Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ IL per sq.m.
90	Numbering & writing Bridge details with 2 coats of enamel paint of approved shade & make including cost of all materials, labour, tools etc. as per SOR Item 8.3
91	Providing and Painting of flood gauge on substructure to full height and 500mm wide including cost of all materials, labour, tools etc.
92	Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
93	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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
94	Granular sub base Gr-II with close graded material as per MORTH CL. 401.
95	Laying Reinforced Cement Concrete Pipe NP3 / Prestressed Concrete Pipe on First Class Bedding .
96	Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
97	Providing and laying pitching on slopes laid overprepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing & Technical Specifications. SOR Item-15.4A (Ref. MORTH CI.2504)
98	Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications.SOR Item-15.5
99	Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
100	Providing PCC M-15 Plain/Reinforced cement concrete in Foundation complete as per drawing and Technical Specifications
101	Supplying, fitting and placing HYSD Bar reinforcementin Foundation complete as per Drawing and Technical Specification.
102	Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
103	Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
104	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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
105	Construction of sub-grade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
106	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (Grading-I)
107	Water Bound Macadam:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.Grade - III
108	Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
109	Providing and applying Tack coat with bitumen emulsion as per T.S Clause 503 & Direction of E/I.
110	Mix Seal Surfacing - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 (Mechanical Means)
111	Add GST @ 18%
112	Add Cess @ 1%
113	Add Seigniorage Fee
114	Supply Fitting & Fixing Elasto-Meric Bearing & seismic Pad :-- 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.
115	Providing and laying pitching on slopes laid overprepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing & Technical Specifications. SOR Item-15.4A (Ref. MORTH CI.2504)
116	Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications.SOR Item-15.5
117	Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
118	Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
119	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.
120	1st YEAR MAINTENANCE OF ROAD
121	2nd YEAR MAINTENANCE OF ROAD
122	3rd YEAR MAINTENANCE OF ROAD
123	4th YEAR MAINTENANCE OF ROAD
124	5th YEAR MAINTENANCE OF ROAD
125	Add GST @ 12%
126	Add Cess @ 1%
127	Add Seigniorage Fee
128	HIGH LEVEL BRIDGE AT L052-T03 TO DHANAUTA (TRAK17) INBLOCK - DARAUNDHA, RWD DIVISION MAHARAJGANJ ,DISTRICT - SARAN , BIHAR
129	Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) including dynamic load test for its integrity , length & capacity a) Initial and routine load test ,Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) including dynamic load test for its integrity , length & capacity b) Lateral load test
130	Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Upto 3.000 M Depth
131	Providing and Constructing Temporary Island 16 m diameter. all complete job as per specifications and direction of E/I.
132	Providing service road etc. all complete job as per specifications and direction of E/I.
133	Providing Steel Liner 6 mm thick for Piles including Fabricating and Setting out as per Detailed Drawing.
134	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.
135	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 metres(Extra Pile Length). Stripping off RCC M35 in the pile up to cut off level and disposal of debris with all leads and lifts.
136	Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
137	Cement Concrete for Reinforced Concrete M - 35 in Pile Cap complete as per Drawing and Technical Specification
138	Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
139	Providing RCC M-30 Mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand ofFM-2 …… All complete job as per design Upto 5 m Hieght
140	Supply Fitting & Fixing Elasto-Meric Bearing & seismic Pad :-- 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.
141	Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
142	Supplying, fitting and placing HYSD Bar reinforcementin substructure complete as per Drawing and Technical Specification.
143	Back filling behind abutment, wing wall and return wall, complete as per Drawing and \technical Specification.(Sandy Material )
144	Providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in CI. 2504.22 of MORTH Specification of not less than 600mm behind abutment, wing and return wall to the full height compacted.
145	ProvidingRCC M 30 Grade & Super structure :-- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical SpecificationBeyond 5 m and upto 10m Hieght (Solid Slab)
146	Providing HYSD Bar in all types of RCC work:-- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications .
147	Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
148	Providing RCC M30 Grade In Railing:--Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
149	Providing Drainage spout:-- Drainage Spouts complete as per drawing and Technical specification
150	Providing PCC M15 gradeBelow Approach Slab:-- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
151	Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
152	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.
153	Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ IL per sq.m.
154	Numbering & writing Bridge details with 2 coats of enamel paint of approved shade & make including cost of all materials, labour, tools etc. as per SOR Item 8.3
155	Providing and Painting of flood gauge on substructure to full height and 500mm wide including cost of all materials, labour, tools etc.
156	Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
157	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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
158	Granular sub base Gr-II with close graded material as per MORTH CL. 401.
159	Laying Reinforced Cement Concrete Pipe NP3 / Prestressed Concrete Pipe on First Class Bedding .
160	Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
161	Providing and laying pitching on slopes laid overprepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing & Technical Specifications. SOR Item-15.4A (Ref. MORTH CI.2504)
162	Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications.SOR Item-15.5
163	Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
164	Providing PCC M-15 Plain/Reinforced cement concrete in Foundation complete as per drawing and Technical Specifications
165	Supplying, fitting and placing HYSD Bar reinforcementin Foundation complete as per Drawing and Technical Specification.
166	Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
167	Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
168	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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
169	Construction of sub-grade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
170	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (Grading-I)
171	Water Bound Macadam:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.Grade - III
172	Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
173	Providing and applying Tack coat with bitumen emulsion as per T.S Clause 503 & Direction of E/I.
174	Mix Seal Surfacing - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 (Mechanical Means)
175	Construction Cost -
176	Add GST @ 18%
177	Add Cess @ 1%
178	Add Seigniorage Fee
179	Supply Fitting & Fixing Elasto-Meric Bearing & seismic Pad :-- 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.
180	Providing and laying pitching on slopes laid overprepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing & Technical Specifications. SOR Item-15.4A (Ref. MORTH CI.2504)
181	Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications.SOR Item-15.5
182	Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
183	Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
184	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.
185	1st YEAR MAINTENANCE OF ROAD
186	2nd YEAR MAINTENANCE OF ROAD
187	3rd YEAR MAINTENANCE OF ROAD
188	4th YEAR MAINTENANCE OF ROAD
189	5th YEAR MAINTENANCE OF ROAD
190	Add GST @ 12%
191	Add Cess @ 1%
192	Add Seigniorage Fee
193	HIGH LEVEL BRIDGE ACROSS RIVER ON LEELASAH KE POKHRA TO JALALPUR KAMLA CHOWK INBLOCK - DARAUNDHA , RWD DIVISION MAHARAJGANJ ,DISTRICT - SIWAN, BIHAR
194	Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) including dynamic load test for its integrity , length & capacity a) Initial and routine load test ,Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) including dynamic load test for its integrity , length & capacity b) Lateral load test
195	Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Upto 3.000 M Depth
196	Providing and Constructing Temporary Island 16 m diameter. all complete job as per specifications and direction of E/I.
197	Providing service road etc. all complete job as per specifications and direction of E/I.
198	Providing Steel Liner 6 mm thick for Piles including Fabricating and Setting out as per Detailed Drawing.
199	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.
200	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 metres(Extra Pile Length). Stripping off RCC M35 in the pile up to cut off level and disposal of debris with all leads and lifts.
201	Sand Filling in Foundation Trenches as per Drawing & Technical Specification
202	Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
203	Cement Concrete for Reinforced Concrete M - 35 in Pile Cap complete as per Drawing and Technical Specification
204	Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
205	Providing RCC M-30 Mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand ofFM-2 …… All complete job as per design Upto 5 m Hieght
206	Providing RCC M-30 Mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand ofFM-2 …… All complete job as per design Beyond 5 m and upto 10m Hieght
207	Supply Fitting & Fixing Elasto-Meric Bearing & seismic Pad :-- 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.
208	Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
209	Supplying, fitting and placing HYSD Bar reinforcementin substructure complete as per Drawing and Technical Specification.
210	Back filling behind abutment, wing wall and return wall, complete as per Drawing and \technical Specification.(Sandy Material )
211	Providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in CI. 2504.22 of MORTH Specification of not less than 600mm behind abutment, wing and return wall to the full height compacted.
212	ProvidingRCC M 30 Grade & Super structure :-- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical SpecificationBeyond 5 m and upto 10m Hieght (Solid Slab)
213	Providing HYSD Bar in all types of RCC work:-- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications .
214	Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
215	Providing RCC M30 Grade In Railing:--Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
216	Providing Drainage spout:-- Drainage Spouts complete as per drawing and Technical specification
217	Providing PCC M15 gradeBelow Approach Slab:-- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
218	Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
219	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.
220	Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ IL per sq.m.
221	Numbering & writing Bridge details with 2 coats of enamel paint of approved shade & make including cost of all materials, labour, tools etc. as per SOR Item 8.3
222	Providing and Painting of flood gauge on substructure to full height and 500mm wide including cost of all materials, labour, tools etc.
223	Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
224	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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
225	Granular sub base Gr-II with close graded material as per MORTH CL. 401.
226	Laying Reinforced Cement Concrete Pipe NP3 / Prestressed Concrete Pipe on First Class Bedding .
227	Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
228	Providing and laying pitching on slopes laid overprepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing & Technical Specifications. SOR Item-15.4A (Ref. MORTH CI.2504)
229	Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications.SOR Item-15.5
230	Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
231	Providing PCC M-15 Plain/Reinforced cement concrete in Foundation complete as per drawing and Technical Specifications
232	Supplying, fitting and placing HYSD Bar reinforcementin Foundation complete as per Drawing and Technical Specification.
233	Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
234	Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
235	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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
236	Construction of sub-grade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
237	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (Grading-I)
238	Water Bound Macadam:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.Grade - III
239	Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
240	Providing and applying Tack coat with bitumen emulsion as per T.S Clause 503 & Direction of E/I.
241	Mix Seal Surfacing - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 (Mechanical Means)
242	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
243	Add GST @ 18%
244	Add Cess @ 1%
245	Add Seigniorage Fee
246	Supply Fitting & Fixing Elasto-Meric Bearing & seismic Pad :-- 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.
247	Providing and laying pitching on slopes laid overprepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing & Technical Specifications. SOR Item-15.4A (Ref. MORTH CI.2504)
248	Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications.SOR Item-15.5
249	Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
250	Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
251	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.
252	1st YEAR MAINTENANCE OF ROAD
253	2nd YEAR MAINTENANCE OF ROAD
254	3rd YEAR MAINTENANCE OF ROAD
255	4th YEAR MAINTENANCE OF ROAD
256	5th YEAR MAINTENANCE OF ROAD
257	Construction Cost -
258	Add GST @ 12%
259	Add Cess @ 1%
260	Add Seigniorage Fee
261	INDAPR TO PINARTHU KALA, BLOCK- DARAUNDHA, RWD WORKS DIVISION MAHARAJGANJ, DISTRICT - SIWAN
262	Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
263	Upto 3.000 M Depth
264	Sand Filling in Foundation Trenches as per Drawing & Technical Specification
265	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications M-15
266	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications M-30
267	Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
268	Carrying out the confirmatory boring for soil investigation for foundation as per clause 2400 of MORT&H Specification.
269	Providing RCC M-30 Mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of FM-2 …… All complete job as per design Upto 5 m Hieght
270	Providing RCC M-30 Mechanically mixed concrete inabutment Shaft cap and Pier Hammer Head with stone aggregate 20mm nominal size and clean coarse sand of F.M.-2 …………….All complete job as per design/ Drawing/technical specification and direction of E/I.Upto 5 m Hieght
271	Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
272	Supplying, fitting and placing HYSD Bar reinforcementin substructure complete as per Drawing and Technical Specification.
273	Back filling behind abutment, wing wall and return wall, complete as per Drawing and \technical Specification.(Sandy Material )
274	Providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in CI. 2504.22 of MORTH Specification of not less than 600mm behind abutment, wing and return wall to the full height compacted.
275	Beyond 5 m and upto 10m Hieght (Solid Slab)
276	Providing HYSD Bar in all types of RCC work:-- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications .
277	Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
278	Providing RCC M30 Grade In Railing:--Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
279	Providing Drainage spout:-- Drainage Spouts complete as per drawing and Technical specification
280	Providing PCC M15 gradeBelow Approach Slab:-- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
281	Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
282	Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ IL per sq.m.
283	Numbering & writing Bridge details with 2 coats of enamel paint of approved shade & make including cost of all materials, labour, tools etc. as per SOR Item 8.3
284	Providing and Painting of flood gauge on substructure to full height and 500mm wide including cost of all materials, labour, tools etc.
285	Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
286	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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
287	Granular sub base Gr-I with close graded material as per MORTH CL. 401.
288	Laying Reinforced Cement Concrete Pipe NP3 / Prestressed Concrete Pipe on First Class Bedding .
289	Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
290	Providing and laying pitching on slopes laid overprepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing & Technical Specifications. SOR Item-15.4A (Ref. MORTH CI.2504)
291	Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications.SOR Item-15.5
292	Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
293	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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
294	Construction of sub-grade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
295	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (Grading-I)
296	Water Bound Macadam:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grade - III
297	Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
298	Providing and applying Tack coat with bitumen emulsion as per T.S Clause 503 & Direction of E/I.
299	Mix Seal Surfacing - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
300	Providing boundary pillars and F.I Posts as per S.O.R. Item 8.16, MORTH CL. 806.
301	ADD FOR LABOUR CESS @ 1%
302	ADD SEIGNIORAGE FEE
303	ADD FOR GST @ 18%
304	Providing and laying pitching on slopes laid overprepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing & Technical Specifications.
305	Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications.
306	Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
307	Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
308	FIRST YEAR
309	SECOND YEAR
310	THIRD YEAR
311	FORTH YEAR
312	FIFTH YEAR
313	ADD FOR LABOUR CESS @ 1%
314	ADD SEIGNIORAGE FEE
315	ADD FOR GST @ 18%
316	CHARMUHANI TO GARH TOLA, BLOCK- DARAUNDHA, RWD WORKS DIVISION MAHARAJGANJ, DISTRICT - SIWAN
317	Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
318	Upto 3.000 M Depth
319	Sand Filling in Foundation Trenches as per Drawing & Technical Specification
320	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications M-15
321	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications M-30
322	Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
323	Carrying out the confirmatory boring for soil investigation for foundation as per clause 2400 of MORT&H Specification.
324	Upto 5 m Hieght
325	Providing RCC M-30 Mechanically mixed concrete inabutment Shaft cap and Pier Hammer Head with stone aggregate 20mm nominal size and clean coarse sand of F.M.-2 …………….All complete job as per design/ Drawing/technical specification and direction of E/I.Upto 5 m Hieght
326	Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
327	Supplying, fitting and placing HYSD Bar reinforcementin substructure complete as per Drawing and Technical Specification.
328	Back filling behind abutment, wing wall and return wall, complete as per Drawing and \technical Specification.(Sandy Material )
329	Providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in CI. 2504.22 of MORTH Specification of not less than 600mm behind abutment, wing and return wall to the full height compacted.
330	Beyond 5 m and upto 10m Hieght (Solid Slab)
331	Providing HYSD Bar in all types of RCC work:-- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications .
332	Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
333	Providing RCC M30 Grade In Railing:--Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
334	Providing Drainage spout:-- Drainage Spouts complete as per drawing and Technical specification
335	Providing PCC M15 gradeBelow Approach Slab:-- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
336	Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
337	Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ IL per sq.m.
338	Numbering & writing Bridge details with 2 coats of enamel paint of approved shade & make including cost of all materials, labour, tools etc. as per SOR Item 8.3
339	Providing and Painting of flood gauge on substructure to full height and 500mm wide including cost of all materials, labour, tools etc.
340	Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
341	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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
342	Granular sub base Gr-I with close graded material as per MORTH CL. 401.
343	Laying Reinforced Cement Concrete Pipe NP3 / Prestressed Concrete Pipe on First Class Bedding .
344	Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
345	Providing and laying pitching on slopes laid overprepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing & Technical Specifications. SOR Item-15.4A (Ref. MORTH CI.2504)
346	Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications.SOR Item-15.5
347	Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
348	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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
349	Construction of sub-grade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
350	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (Grading-I)
351	Water Bound Macadam:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grade - III
352	Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
353	Providing and applying Tack coat with bitumen emulsion as per T.S Clause 503 & Direction of E/I.
354	Mix Seal Surfacing - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
355	Providing boundary pillars and F.I Posts as per S.O.R. Item 8.16, MORTH CL. 806.
356	ADD FOR LABOUR CESS @ 1%
357	ADD SEIGNIORAGE FEE
358	ADD FOR GST @ 18%
359	Providing and laying pitching on slopes laid overprepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing & Technical Specifications.
360	Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications.
361	Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
362	Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
363	FIRST YEAR
364	SECOND YEAR
365	THIRD YEAR
366	FORTH YEAR
367	FIFTH YEAR
368	ADD FOR LABOUR CESS @ 1%
369	ADD SEIGNIORAGE FEE
370	ADD FOR GST @ 18%
371	CHARMUHANI TO GARH TOLA, BLOCK- DARAUNDHA, RWD WORKS DIVISION MAHARAJGANJ, DISTRICT - SIWAN
372	Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
373	Upto 3.000 M Depth
374	Sand Filling in Foundation Trenches as per Drawing & Technical Specification
375	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications M-15
376	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications M-30
377	Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
378	Carrying out the confirmatory boring for soil investigation for foundation as per clause 2400 of MORT&H Specification.
379	Upto 5 m Hieght
380	Providing RCC M-30 Mechanically mixed concrete inabutment Shaft cap and Pier Hammer Head with stone aggregate 20mm nominal size and clean coarse sand of F.M.-2 …………….All complete job as per design/ Drawing/technical specification and direction of E/I.
381	Providing RCC M-30 Mechanically mixed concrete inabutment Shaft cap and Pier Hammer Head with stone aggregate 20mm nominal size and clean coarse sand of F.M.-2 …………….All complete job as per design/ Drawing/technical specification and direction of E/IUpto 5 m Hieght
382	Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
383	Supplying, fitting and placing HYSD Bar reinforcementin substructure complete as per Drawing and Technical Specification.
384	Back filling behind abutment, wing wall and return wall, complete as per Drawing and \technical Specification.(Sandy Material )
385	Providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in CI. 2504.22 of MORTH Specification of not less than 600mm behind abutment, wing and return wall to the full height compacted.
386	Beyond 5 m and upto 10m Hieght (Solid Slab)
387	Providing HYSD Bar in all types of RCC work:-- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications .
388	Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
389	Providing RCC M30 Grade In Railing:--Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
390	Providing Drainage spout:-- Drainage Spouts complete as per drawing and Technical specification
391	Providing PCC M15 gradeBelow Approach Slab:-- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
392	Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
393	Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ IL per sq.m.
394	Numbering & writing Bridge details with 2 coats of enamel paint of approved shade & make including cost of all materials, labour, tools etc. as per SOR Item 8.3
395	Providing and Painting of flood gauge on substructure to full height and 500mm wide including cost of all materials, labour, tools etc.
396	Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
397	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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
398	Granular sub base Gr-I with close graded material as per MORTH CL. 401.
399	Laying Reinforced Cement Concrete Pipe NP3 / Prestressed Concrete Pipe on First Class Bedding .
400	Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
401	Providing and laying pitching on slopes laid overprepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing & Technical Specifications. SOR Item-15.4A (Ref. MORTH CI.2504)
402	Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
403	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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
404	Construction of sub-grade with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
405	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (Grading-I)
406	Water Bound Macadam:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grade - III
407	Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
408	Providing and applying Tack coat with bitumen emulsion as per T.S Clause 503 & Direction of E/I.
409	Mix Seal Surfacing - Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
410	Providing boundary pillars and F.I Posts as per S.O.R. Item 8.16, MORTH CL. 806.
411	ADD FOR LABOUR CESS @ 1%
412	ADD SEIGNIORAGE FEE
413	ADD FOR GST @ 18%
414	Providing and laying pitching on slopes laid overprepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing & Technical Specifications.
415	Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
416	Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
417	FIRST YEAR
418	SECOND YEAR
419	THIRD YEAR
420	FORTH YEAR
421	FIFTH YEAR
422	ADD FOR LABOUR CESS @ 1%
423	ADD SEIGNIORAGE FEE
424	ADD FOR GST @ 18%
425	PROPOSED HIGH LEVEL RCC BRIDGE OVER GANDAKI RIVER NEAR GARAULI VILLAGE IN RAMGADHA PANCHAYAT UNDER DARAUNDHA BLOCK IN THE DISTRICT OF SIWAN
426	Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) including dynamic load test for its integrity , length & capacity a) Initial and routine load test ,b) Lateral load test
427	Upto 3.000 M Depth
428	Providing service road etc. all complete job as per specifications and direction of E/I.
429	Providing Steel Liner 6 mm thick for Piles including Fabricating and Setting out as per Detailed Drawing.
430	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.
431	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 metres(Extra Pile Length). Stripping off RCC M35 in the pile up to cut off level and disposal of debris with all leads and lifts.
432	Sand Filling in Foundation Trenches as per Drawing & Technical Specification
433	Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
434	Cement Concrete for Reinforced Concrete M - 35 in Pile Cap complete as per Drawing and Technical Specification
435	Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
436	Providing RCC M-30 Mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of FM-2 …… All complete job as per design
437	Upto 5 m Hieght
438	Beyond 5 m and upto 10m Hieght
439	Supply Fitting & Fixing Elasto-Meric Bearing & seismic Pad :-- 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. Elastomeric Bearing & Pad
440	Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
441	Supplying, fitting and placing HYSD Bar reinforcementin substructure complete as per Drawing and Technical Specification.
442	Back filling behind abutment, wing wall and return wall, complete as per Drawing and \technical Specification.(Sandy Material )
443	Providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in CI. 2504.22 of MORTH Specification of not less than 600mm behind abutment, wing and return wall to the full height compacted.
444	Beyond 5 m and upto 10m Hieght (T Beam Slab)
445	Providing HYSD Bar in all types of RCC work:-- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications .
446	Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
447	Providing RCC M30 Grade In Railing:--Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
448	Providing Drainage spout:-- Drainage Spouts complete as per drawing and Technical specification
449	Providing PCC M15 gradeBelow Approach Slab:-- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
450	Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
451	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.
452	Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ IL per sq.m.
453	Numbering & writing Bridge details with 2 coats of enamel paint of approved shade & make including cost of all materials, labour, tools etc. as per SOR Item 8.3
454	Providing and Painting of flood gauge on substructure to full height and 500mm wide including cost of all materials, labour, tools etc.
455	Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
456	Construction of embankment with material obtained from borrow pits vide S.O.R. item No. 3.16 MOST CI. 305.
457	Granular sub base Gr-I with close graded material as per MORTH CL. 401.
458	Laying Reinforced Cement Concrete Pipe NP3 / Prestressed Concrete Pipe on First Class Bedding .
459	Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
460	Providing and laying pitching on slopes laid overprepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing & Technical Specifications. SOR Item-15.4A (Ref. MORTH CI.2504)
461	Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications.SOR Item-15.5
462	Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
463	Providing PCC M-15 Plain/Reinforced cement concrete in Foundation complete as per drawing and Technical Specifications
464	Supplying, fitting and placing HYSD Bar reinforcementin Foundation complete as per Drawing and Technical Specification.
465	Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
466	Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
467	Construction of embankment with material obtained from borrow pits vide S.O.R. item No. 3.16 MOST CI. 305.
468	Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
469	Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (Grading-I)
470	Water Bound Macadam:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grade - III
471	Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
472	Providing and applying Tack coat with bitumen emulsion as per T.S Clause 503 & Direction of E/I.
473	Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
474	Providing boundary pillars and F.I Posts as per S.O.R. Item 8.16, MORTH CL. 806.
475	ADD FOR LABOUR CESS @ 1%
476	ADD FOR GST @ 18%
477	ADD SEIGNIORAGE FEE
478	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. & Elastomeric seismic strainer
479	Providing and laying pitching on slopes laid overprepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing & Technical Specifications. SOR Item-15.4A (Ref. MORTH CI.2504)
480	Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications.SOR Item-15.5
481	Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
482	Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
483	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.
484	FIRST YEAR
485	SECOND YEAR
486	THIRD YEAR
487	FORTH YEAR
488	FIFTH YEAR
489	ADD FOR LABOUR CESS @ 1%
490	ADD FOR GST @ 18%
491	ADD SEIGNIORAGE FEE

Need a Bussiness Loan? Apply Now!
Buy Digital Signature
Bidding Support

Also Visit

Tenders

Bihar Tenders

Construction Tenders

Bridge Construction Tenders

Bridge Work Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Construction Of High Level Bridge At L022-Siwan Paigamberpur Road T01 To Kndapur (Track1) Inblock - Daraundha, Rwd Division Maharajganj ,District - Saran , Bihar, Maharajganj-Bihar

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Construction Of High Level Bridge At L022-Siwan Paigamberpur Road T01 To Kndapur (Track1) Inblock - Daraundha, Rwd Division Maharajganj ,District - Saran , Bihar, Maharajganj-Bihar

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us