Tender For (1) High Level Bridge Over Local Nala At Chainage 3+325 In Baramasia To Dhaminbhita Via Gilamari Road, Length - 17.15M, Block - Mandro, District - Sahibganj,(2) High Level Bridge Over Local Nala At Chainage 3+725 In Baramasia To Dhaminbhit, Sahibganj-Jharkhand

TDR : 55596286

Tender Notice
BOQ

21 Days Left

Sahibganj , Jharkhand

Tender Brief : Tender For (1) High Level Bridge Over Local Nala At Chainage 3+325 In Baramasia To Dhaminbhita Via Gilamari Road, Length - 17.15M, Block - Mandro, District - Sahibganj,(2) High Level Bridge Over Local Nala At Chainage 3+725 In Baramasia To Dhaminbhit

Document Fees
₹ 10000 /-

EMD
₹ 1600000.0 /-

Tender Value
₹ 7.55 Crore /-

Submission Date
12-06-2026

Competition Type
Indian

Bidding Type
Tender

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1	Details
2	(1) HIGH LEVEL BRIDGE OVER LOCAL NALA AT CHAINAGE 3+325 IN BARAMASIA TO DHAMINBHITA VIA GILAMARI ROAD, LENGTH - 17.15m, BLOCK - MANDRO, DISTRICT - SAHIBGANJ.BRIDGE FOUNDATIONS ITEMSE/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Soil (Upto 3m) (Mechanical Means)
3	E/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Rock (Upto 3m) (Mechanical Means) (Not Require Blasting)
4	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15
5	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30
6	Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.HYSD Bars in FoundationsFor Detailed Calculation Refer Bar Bending Schedule
7	BRIDGE SUBSTRUCTURE WORKPlain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30)
8	Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Above 5m) (RCC Grade M-30)
9	Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
10	Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsHYSD Bars in SubstructureFor Detailed Calculation Refer Bar Bending Schedule
11	Back filling behind abutment, wing wall, return wall complete as per drawing and technical specificationsGranular Materials
12	Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
13	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 Mort&H specification complete including all accessories as per drawing and technical specifications.
14	BRIDGE SUPERSTRUCTURE WORKRCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump.For T Beam SuperstructuresSeparate Calculation Sheet Attached
15	Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.HYSD Bars in SuperstructureFor Detailed Calculation Refer Bar Bending Schedule
16	Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
17	Construction of RCC railing of M25 Grade in-situ with 20 mm nominal size aggregate, 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.
18	Drainage Spouts complete as per drawing and Technical specification
19	PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
20	Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
21	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.
22	BRIDGE PROTECTION & MISCELLANEOUS WORKSProviding and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
23	Plain/Reinfoced Cement concrete in Toe Wall complete as per drawing and technical specifications.PCC Grade M-10 (In Toe Wall)
24	Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
25	Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
26	Conformatory Boring
27	Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges
28	PMGSY LOGO
29	Boundary Pillar
30	RCC RETAINING WALLS 2 METER HEIGHT, 60 METER LENGTHE/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Soil (Upto 3m) (Mechanical Means)
31	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15
32	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30
33	Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.HYSD Bars in FoundationsFor Detailed Calculation Refer Bar Bending Schedule
34	Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30)
35	Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
36	Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsHYSD Bars in SubstructureFor Detailed Calculation Refer Bar Bending Schedule
37	Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
38	APPROACH ROAD, 100 METER LENGTHSetting out etc all complete job as per specification and directioni of E/I SOR NO 1.16
39	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 of MoRD by manual means SOR NO. 2.2
40	Excavation in cutting in soil by manual means with lead upto 50m Excavation for roadway in soil using manual means for carrying of cut earth to embankment side with a left upto 1.5m and lead upto 50m as per Technical Specification clause 302.3. SOR NO 3.5
41	Compacting original ground supporting subgrade : Loosening of the ground upto level of 300mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300.1 and 300.2 for sub grade construction as per Technical Specification Clause 303.5.2 SOR 3.15Earthen portion
42	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 250m as per Technical Specification Clause 301.560% of total Qty (Free Lead)
43	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 250m as per Technical Specification Clause 301.520% of total Qty (Lead upto 250m))
44	Construction of 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 as per Technical Specification Clause 303.1. 20% of total Qty
45	Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material New PCC Road
46	Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,clause1501 of MoRD SOR NO. 6.4New Portion
47	Mastic Sheets Bitumen For Bridge Deck Waterproofing - Separate Rate of third Party Supplier is Attached
48	Anti Carbonation Coatings for Exposed RCC Surface (Providing in Abutment Shafts and Return Walls Exposed to River Water) - Separate Rate of third Party Supplier is Attached
49	High Build Epoxy Coating for Anti Corrosive Treatment on Steel Reinforcements (Includes All Bridge Steel as well as Retaining Walls) - Separate Rate of third Party Supplier is Attached
50	Acceptance Load Testing of the Bridge Before Opening of the Bridge for Pedestrians - Separate Rate of third Party Supplier is Attached
51	MAINTENANCEYEAR 1
52	MAINTENANCEYEAR 2
53	MAINTENANCEYEAR 3
54	MAINTENANCEYEAR 4
55	MAINTENANCEYEAR 5
56	(2) HIGH LEVEL BRIDGE OVER LOCAL NALA AT CHAINAGE 3+725 IN BARAMASIA TO DHAMINBHITA VIA GILAMARI ROAD, LENGTH - 19.4m, BLOCK - MANDRO, DISTRICT - SAHIBGANJ,BRIDGE FOUNDATIONS ITEMSE/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Soil (Upto 3m) (Mechanical Means)
57	E/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Rock (Upto 3m) (Mechanical Means) (Not Require Blasting)
58	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15
59	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30
60	Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.HYSD Bars in FoundationsFor Detailed Calculation Refer Bar Bending Schedule
61	BRIDGE SUBSTRUCTURE WORKPlain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30)
62	Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Above 5m) (RCC Grade M-30)
63	Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
64	Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsHYSD Bars in SubstructureFor Detailed Calculation Refer Bar Bending Schedule
65	Back filling behind abutment, wing wall, return wall complete as per drawing and technical specificationsGranular Materials
66	Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
67	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 Mort&H specification complete including all accessories as per drawing and technical specifications.
68	BRIDGE SUPERSTRUCTURE WORKRCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump.For T Beam SuperstructuresSeparate Calculation Sheet Attached
69	Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.HYSD Bars in SuperstructureFor Detailed Calculation Refer Bar Bending Schedule
70	Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
71	Construction of RCC railing of M25 Grade in-situ with 20 mm nominal size aggregate, 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.
72	Drainage Spouts complete as per drawing and Technical specification
73	PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
74	Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
75	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.
76	BRIDGE PROTECTION & MISCELLANEOUS WORKSProviding and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
77	Plain/Reinfoced Cement concrete in Toe Wall complete as per drawing and technical specifications.PCC Grade M-10 (In Toe Wall)
78	Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
79	Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
80	Conformatory Boring
81	Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges
82	PMGSY LOGO
83	Boundary Pillar
84	RCC RETAINING WALLS 2 METER HEIGHT, 60 METER LENGTHE/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Soil (Upto 3m) (Mechanical Means)
85	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15
86	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30
87	Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.HYSD Bars in FoundationsFor Detailed Calculation Refer Bar Bending Schedule
88	Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30)
89	Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
90	Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsHYSD Bars in SubstructureFor Detailed Calculation Refer Bar Bending Schedule
91	Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
92	APPROACH ROAD, 100 METER LENGTHSetting out etc all complete job as per specification and directioni of E/I SOR NO 1.16
93	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 of MoRD by manual means SOR NO. 2.2
94	Excavation in cutting in soil by manual means with lead upto 50m Excavation for roadway in soil using manual means for carrying of cut earth to embankment side with a left upto 1.5m and lead upto 50m as per Technical Specification clause 302.3. SOR NO 3.5
95	Compacting original ground supporting subgrade : Loosening of the ground upto level of 300mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300.1 and 300.2 for sub grade construction as per Technical Specification Clause 303.5.2 SOR 3.15Earthen portion
96	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 250m as per Technical Specification Clause 301.560% of total Qty (Free Lead)
97	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 250m as per Technical Specification Clause 301.520% of total Qty (Lead upto 250m))
98	Construction of 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 as per Technical Specification Clause 303.1. 20% of total Qty
99	Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material New PCC Road
100	Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,clause1501 of MoRD SOR NO. 6.4New Portion
101	Mastic Sheets Bitumen For Bridge Deck Waterproofing - Separate Rate of third Party Supplier is Attached
102	Anti Carbonation Coatings for Exposed RCC Surface (Providing in Abutment Shafts and Return Walls Exposed to River Water) - Separate Rate of third Party Supplier is Attached
103	High Build Epoxy Coating for Anti Corrosive Treatment on Steel Reinforcements (Includes All Bridge Steel as well as Retaining Walls) - Separate Rate of third Party Supplier is Attached
104	Acceptance Load Testing of the Bridge Before Opening of the Bridge for Pedestrians - Separate Rate of third Party Supplier is Attached
105	MAINTENANCEYEAR 1
106	MAINTENANCEYEAR 2
107	MAINTENANCEYEAR 3
108	MAINTENANCEYEAR 4
109	MAINTENANCEYEAR 5
110	(3) HIGH LEVEL BRIDGE OVER LOCAL NALA AT CHAINAGE 5+090 IN KOLBHANGA TO KALAJOR VIA CHATRA ROAD, LENGTH - 19.4m, BLOCK - MANDRO, DISTRICT - SAHIBGANJ.BRIDGE FOUNDATIONS ITEMSE/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Soil (Upto 3m) (Mechanical Means)
111	E/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Rock (Upto 3m) (Mechanical Means) (Not Require Blasting)
112	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15
113	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30
114	Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.HYSD Bars in FoundationsFor Detailed Calculation Refer Bar Bending Schedule
115	BRIDGE SUBSTRUCTURE WORKPlain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30)
116	Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Above 5m) (RCC Grade M-30)
117	Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
118	Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsHYSD Bars in SubstructureFor Detailed Calculation Refer Bar Bending Schedule
119	Back filling behind abutment, wing wall, return wall complete as per drawing and technical specificationsGranular Materials
120	Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
121	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 Mort&H specification complete including all accessories as per drawing and technical specifications.
122	BRIDGE SUPERSTRUCTURE WORKRCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump.For T Beam SuperstructuresSeparate Calculation Sheet Attached
123	Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.HYSD Bars in SuperstructureFor Detailed Calculation Refer Bar Bending Schedule
124	Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
125	Construction of RCC railing of M25 Grade in-situ with 20 mm nominal size aggregate, 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.
126	Drainage Spouts complete as per drawing and Technical specification
127	PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
128	Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
129	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.
130	BRIDGE PROTECTION & MISCELLANEOUS WORKSProviding and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
131	Plain/Reinfoced Cement concrete in Toe Wall complete as per drawing and technical specifications.PCC Grade M-10 (In Toe Wall)
132	Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
133	Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
134	Conformatory Boring
135	Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges
136	PMGSY LOGO
137	Boundary Pillar
138	RCC RETAINING WALLS 2 METER HEIGHT, 60 METER LENGTHE/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Soil (Upto 3m) (Mechanical Means)
139	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15
140	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30
141	Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.HYSD Bars in FoundationsFor Detailed Calculation Refer Bar Bending Schedule
142	Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30)
143	Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
144	Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsHYSD Bars in SubstructureFor Detailed Calculation Refer Bar Bending Schedule
145	Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
146	APPROACH ROAD, 100 METER LENGTHSetting out etc all complete job as per specification and directioni of E/I SOR NO 1.16
147	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 of MoRD by manual means SOR NO. 2.2
148	Excavation in cutting in soil by manual means with lead upto 50m Excavation for roadway in soil using manual means for carrying of cut earth to embankment side with a left upto 1.5m and lead upto 50m as per Technical Specification clause 302.3. SOR NO 3.5
149	Compacting original ground supporting subgrade : Loosening of the ground upto level of 300mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300.1 and 300.2 for sub grade construction as per Technical Specification Clause 303.5.2 SOR 3.15Earthen portion
150	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 250m as per Technical Specification Clause 301.560% of total Qty (Free Lead)
151	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 250m as per Technical Specification Clause 301.520% of total Qty (Lead upto 250m))
152	Construction of 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 as per Technical Specification Clause 303.1. 20% of total Qty
153	Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material New PCC Road
154	Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,clause1501 of MoRD SOR NO. 6.4New Portion
155	Mastic Sheets Bitumen For Bridge Deck Waterproofing - Separate Rate of third Party Supplier is Attached
156	Anti Carbonation Coatings for Exposed RCC Surface (Providing in Abutment Shafts and Return Walls Exposed to River Water) - Separate Rate of third Party Supplier is Attached
157	High Build Epoxy Coating for Anti Corrosive Treatment on Steel Reinforcements (Includes All Bridge Steel as well as Retaining Walls) - Separate Rate of third Party Supplier is Attached
158	Acceptance Load Testing of the Bridge Before Opening of the Bridge for Pedestrians - Separate Rate of third Party Supplier is Attached
159	MAINTENANCEYEAR 1
160	MAINTENANCEYEAR 2
161	MAINTENANCEYEAR 3
162	MAINTENANCEYEAR 4
163	MAINTENANCEYEAR 5
164	(4) HIGH LEVEL BRIDGE OVER LOCAL NALA AT CHAINAGE 6+100 IN KOLBHANGA TO KALAJOR VIA CHATRA ROAD, LENGTH - 25.4m, BLOCK - MANDRO, DISTRICT - SAHIBGANJ,BRIDGE FOUNDATIONS ITEMSE/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Soil (Upto 3m) (Mechanical Means)
165	E/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Rock (Upto 3m) (Mechanical Means) (Not Require Blasting)
166	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15
167	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30
168	Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.HYSD Bars in FoundationsFor Detailed Calculation Refer Bar Bending Schedule
169	BRIDGE SUBSTRUCTURE WORKPlain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30)
170	Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Above 5m) (RCC Grade M-30)
171	Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
172	Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsHYSD Bars in SubstructureFor Detailed Calculation Refer Bar Bending Schedule
173	Back filling behind abutment, wing wall, return wall complete as per drawing and technical specificationsGranular Materials
174	Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
175	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 Mort&H specification complete including all accessories as per drawing and technical specifications.
176	BRIDGE SUPERSTRUCTURE WORKRCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump.For T Beam SuperstructuresSeparate Calculation Sheet Attached
177	Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.HYSD Bars in SuperstructureFor Detailed Calculation Refer Bar Bending Schedule
178	Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
179	Construction of RCC railing of M25 Grade in-situ with 20 mm nominal size aggregate, 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.
180	Drainage Spouts complete as per drawing and Technical specification
181	PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
182	Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
183	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.
184	BRIDGE PROTECTION & MISCELLANEOUS WORKSProviding and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
185	Plain/Reinfoced Cement concrete in Toe Wall complete as per drawing and technical specifications.PCC Grade M-10 (In Toe Wall)
186	Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
187	Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
188	Conformatory Boring
189	Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges
190	PMGSY LOGO
191	Boundary Pillar
192	RCC RETAINING WALLS 2 METER HEIGHT, 60 METER LENGTHE/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Soil (Upto 3m) (Mechanical Means)
193	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15
194	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30
195	Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.HYSD Bars in FoundationsFor Detailed Calculation Refer Bar Bending Schedule
196	Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30)
197	Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
198	Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsHYSD Bars in SubstructureFor Detailed Calculation Refer Bar Bending Schedule
199	Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
200	APPROACH ROAD, 100 METER LENGTHSetting out etc all complete job as per specification and directioni of E/I SOR NO 1.16
201	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 of MoRD by manual means SOR NO. 2.2
202	Excavation in cutting in soil by manual means with lead upto 50m Excavation for roadway in soil using manual means for carrying of cut earth to embankment side with a left upto 1.5m and lead upto 50m as per Technical Specification clause 302.3. SOR NO 3.5
203	Compacting original ground supporting subgrade : Loosening of the ground upto level of 300mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300.1 and 300.2 for sub grade construction as per Technical Specification Clause 303.5.2 SOR 3.15Earthen portion
204	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 250m as per Technical Specification Clause 301.560% of total Qty (Free Lead)
205	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 250m as per Technical Specification Clause 301.520% of total Qty (Lead upto 250m))
206	Construction of 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 as per Technical Specification Clause 303.1. 20% of total Qty
207	Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material New PCC Road
208	Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,clause1501 of MoRD SOR NO. 6.4New Portion
209	Mastic Sheets Bitumen For Bridge Deck Waterproofing - Separate Rate of third Party Supplier is Attached
210	Anti Carbonation Coatings for Exposed RCC Surface (Providing in Abutment Shafts and Return Walls Exposed to River Water) - Separate Rate of third Party Supplier is Attached
211	High Build Epoxy Coating for Anti Corrosive Treatment on Steel Reinforcements (Includes All Bridge Steel as well as Retaining Walls) - Separate Rate of third Party Supplier is Attached
212	Acceptance Load Testing of the Bridge Before Opening of the Bridge for Pedestrians - Separate Rate of third Party Supplier is Attached
213	MAINTENANCEYEAR 1
214	MAINTENANCEYEAR 2
215	MAINTENANCEYEAR 3
216	MAINTENANCEYEAR 4
217	MAINTENANCEYEAR 5
218	(5) HIGH LEVEL BRIDGE OVER LOCAL NALA AT CHAINAGE 10+720 IN KOLBHANGA TO KALAJOR VIA CHATRA ROAD, LENGTH - 19.4m, BLOCK - MANDRO, DISTRICT - SAHIBGANJ,BRIDGE FOUNDATIONS ITEMSE/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Soil (Upto 3m) (Mechanical Means)
219	E/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Rock (Upto 3m) (Mechanical Means) (Not Require Blasting)
220	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15
221	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30
222	Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.HYSD Bars in FoundationsFor Detailed Calculation Refer Bar Bending Schedule
223	BRIDGE SUBSTRUCTURE WORKPlain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30)
224	Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Above 5m) (RCC Grade M-30)
225	Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
226	Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsHYSD Bars in SubstructureFor Detailed Calculation Refer Bar Bending Schedule
227	Back filling behind abutment, wing wall, return wall complete as per drawing and technical specificationsGranular Materials
228	Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
229	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 Mort&H specification complete including all accessories as per drawing and technical specifications.
230	BRIDGE SUPERSTRUCTURE WORKRCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump.For T Beam SuperstructuresSeparate Calculation Sheet Attached
231	Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.HYSD Bars in SuperstructureFor Detailed Calculation Refer Bar Bending Schedule
232	Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
233	Construction of RCC railing of M25 Grade in-situ with 20 mm nominal size aggregate, 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.
234	Drainage Spouts complete as per drawing and Technical specification
235	PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
236	Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
237	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.
238	BRIDGE PROTECTION & MISCELLANEOUS WORKSProviding and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
239	Plain/Reinfoced Cement concrete in Toe Wall complete as per drawing and technical specifications.PCC Grade M-10 (In Toe Wall)
240	Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
241	Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
242	Conformatory Boring
243	Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges
244	PMGSY LOGO
245	Boundary Pillar
246	RCC RETAINING WALLS 2 METER HEIGHT, 60 METER LENGTHE/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Soil (Upto 3m) (Mechanical Means)
247	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15
248	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30
249	Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.HYSD Bars in FoundationsFor Detailed Calculation Refer Bar Bending Schedule
250	Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30)
251	Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
252	Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsHYSD Bars in SubstructureFor Detailed Calculation Refer Bar Bending Schedule
253	Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
254	APPROACH ROAD, 100 METER LENGTHSetting out etc all complete job as per specification and directioni of E/I SOR NO 1.16
255	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 of MoRD by manual means SOR NO. 2.2
256	Excavation in cutting in soil by manual means with lead upto 50m Excavation for roadway in soil using manual means for carrying of cut earth to embankment side with a left upto 1.5m and lead upto 50m as per Technical Specification clause 302.3. SOR NO 3.5
257	Compacting original ground supporting subgrade : Loosening of the ground upto level of 300mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300.1 and 300.2 for sub grade construction as per Technical Specification Clause 303.5.2 SOR 3.15Earthen portion
258	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 250m as per Technical Specification Clause 301.560% of total Qty (Free Lead)
259	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 250m as per Technical Specification Clause 301.520% of total Qty (Lead upto 250m))
260	Construction of 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 as per Technical Specification Clause 303.1. 20% of total Qty
261	Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material New PCC Road
262	Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,clause1501 of MoRD SOR NO. 6.4New Portion
263	Mastic Sheets Bitumen For Bridge Deck Waterproofing - Separate Rate of third Party Supplier is Attached
264	Anti Carbonation Coatings for Exposed RCC Surface (Providing in Abutment Shafts and Return Walls Exposed to River Water) - Separate Rate of third Party Supplier is Attached
265	High Build Epoxy Coating for Anti Corrosive Treatment on Steel Reinforcements (Includes All Bridge Steel as well as Retaining Walls) - Separate Rate of third Party Supplier is Attached
266	Acceptance Load Testing of the Bridge Before Opening of the Bridge for Pedestrians - Separate Rate of third Party Supplier is Attached
267	MAINTENANCEYEAR 1
268	MAINTENANCEYEAR 2
269	MAINTENANCEYEAR 3
270	MAINTENANCEYEAR 4
271	MAINTENANCEYEAR 5
272	(6) HIGH LEVEL BRIDGE OVER LOCAL NALA AT CHAINAGE 1+760 IN BANCHAPA ROAD TO BASKOLA ROAD, LENGTH - 17.15m, BLOCK - MANDRO, DISTRICT - SAHIBGANJ.BRIDGE FOUNDATIONS ITEMSE/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Soil (Upto 3m) (Mechanical Means)
273	E/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Rock (Upto 3m) (Mechanical Means) (Not Require Blasting)
274	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15
275	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30
276	Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.HYSD Bars in FoundationsFor Detailed Calculation Refer Bar Bending Schedule
277	BRIDGE SUBSTRUCTURE WORKPlain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30)
278	Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Above 5m) (RCC Grade M-30)
279	Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
280	Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsHYSD Bars in SubstructureFor Detailed Calculation Refer Bar Bending Schedule
281	Back filling behind abutment, wing wall, return wall complete as per drawing and technical specificationsGranular Materials
282	Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
283	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 Mort&H specification complete including all accessories as per drawing and technical specifications.
284	BRIDGE SUPERSTRUCTURE WORKRCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump.For T Beam SuperstructuresSeparate Calculation Sheet Attached
285	Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.HYSD Bars in SuperstructureFor Detailed Calculation Refer Bar Bending Schedule
286	Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
287	Construction of RCC railing of M25 Grade in-situ with 20 mm nominal size aggregate, 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.
288	Drainage Spouts complete as per drawing and Technical specification
289	PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
290	Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
291	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.
292	BRIDGE PROTECTION & MISCELLANEOUS WORKSProviding and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
293	Plain/Reinfoced Cement concrete in Toe Wall complete as per drawing and technical specifications.PCC Grade M-10 (In Toe Wall)
294	Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
295	Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
296	Conformatory Boring
297	Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges
298	PMGSY LOGO
299	Boundary Pillar
300	RCC RETAINING WALLS 2 METER HEIGHT, 60 METER LENGTHE/W in excavation of foundation. Trenches for bridges with all materials, labour, tools and plants, levelling and ramming the foundation beds, dressing the sides, removing roots, logs, shrubs, and other loose and deleterious materials likely to deteriorate, adequate provision against erosion, water pollution and drainage to keep the site free of water, stacking the excavated soil clear from the edge of excavation, and backfilling the same with approved materials providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I(Excluding cost of dewatering and shoring).Ordinary Soil (Upto 3m) (Mechanical Means)
301	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M-15
302	Plain/Reinfoced Cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M-30
303	Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.HYSD Bars in FoundationsFor Detailed Calculation Refer Bar Bending Schedule
304	Plain/Reinfoced Cement concrete in Sub-Structure complete as per drawing and technical specifications.(Upto 5m) (RCC Grade M-30)
305	Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
306	Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsHYSD Bars in SubstructureFor Detailed Calculation Refer Bar Bending Schedule
307	Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
308	APPROACH ROAD, 100 METER LENGTHSetting out etc all complete job as per specification and directioni of E/I SOR NO 1.16
309	Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 of MoRD by manual means SOR NO. 2.2
310	Excavation in cutting in soil by manual means with lead upto 50m Excavation for roadway in soil using manual means for carrying of cut earth to embankment side with a left upto 1.5m and lead upto 50m as per Technical Specification clause 302.3. SOR NO 3.5
311	Compacting original ground supporting subgrade : Loosening of the ground upto level of 300mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300.1 and 300.2 for sub grade construction as per Technical Specification Clause 303.5.2 SOR 3.15Earthen portion
312	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 250m as per Technical Specification Clause 301.560% of total Qty (Free Lead)
313	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 250m as per Technical Specification Clause 301.520% of total Qty (Lead upto 250m))
314	Construction of 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 as per Technical Specification Clause 303.1. 20% of total Qty
315	Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading II Material New PCC Road
316	Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,clause1501 of MoRD SOR NO. 6.4New Portion
317	Mastic Sheets Bitumen For Bridge Deck Waterproofing - Separate Rate of third Party Supplier is Attached
318	Anti Carbonation Coatings for Exposed RCC Surface (Providing in Abutment Shafts and Return Walls Exposed to River Water) - Separate Rate of third Party Supplier is Attached
319	High Build Epoxy Coating for Anti Corrosive Treatment on Steel Reinforcements (Includes All Bridge Steel as well as Retaining Walls) - Separate Rate of third Party Supplier is Attached
320	Acceptance Load Testing of the Bridge Before Opening of the Bridge for Pedestrians - Separate Rate of third Party Supplier is Attached
321	MAINTENANCEYEAR 1
322	MAINTENANCEYEAR 2
323	MAINTENANCEYEAR 3
324	MAINTENANCEYEAR 4
325	MAINTENANCEYEAR 5
326	GST @ 18%
327	Labour Cess @ 1% Please Enable Macros to View BoQ information

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Tender For (1) High Level Bridge Over Local Nala At Chainage 3+325 In Baramasia To Dhaminbhita Via Gilamari Road, Length - 17.15M, Block - Mandro, District - Sahibganj,(2) High Level Bridge Over Local Nala At Chainage 3+725 In Baramasia To Dhaminbhit, Sahibganj-Jharkhand

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Tender For (1) High Level Bridge Over Local Nala At Chainage 3+325 In Baramasia To Dhaminbhita Via Gilamari Road, Length - 17.15M, Block - Mandro, District - Sahibganj,(2) High Level Bridge Over Local Nala At Chainage 3+725 In Baramasia To Dhaminbhit, Sahibganj-Jharkhand

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