Construction Of Bridge Over Gumra River In Bichiyapahari Panchayat Between Bichiapahari To Balia Road Under Kathikund Block , Dumka District . , Kathikund Block, Dumka District.-Jharkhand

TDR : 22027738

Tender Notice
BOQ

Expired

Kathikund Block, Dumka District. , Jharkhand

Tender Brief : Construction Of Bridge Over Gumra River In Bichiyapahari Panchayat Between Bichiapahari To Balia Road Under Kathikund Block , Dumka District .

Document Fees
₹ 10000 /-

EMD
₹ 1201000.0 /-

Tender Value
₹ 6 Crore /-

Submission Date
11-10-2019

Competition Type
Indian

Bidding Type
Tender

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Name of Work: Construction Of Bridge Over Gumra River In BichiyaPahari Panchayat Between BichiaPahari To Balia Road Under Kathikund Block, Dumka district.
1	1	BRIDGE PART\n\nExcavation for structures in ordinary soil (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) Mechanical means\n\nDepth upto 3m	BI01010001010000000000000515BI0100001112	1837.97	cum
2	1.01	Depth upto 3m to 6m	BI01010001010000000000000515BI0100001113	795.7	cum
3	2	Excavation for structures in ordinary Rock not requiring blasting (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) Machanical means	BI01010001010000000000000515BI0100001114	1644.4	cum
4	3	Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification\n\nSandy material	BI01010001010000000000000515BI0100001115	164.21	cum
5	4	Providing Steel liner 10mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing	BI01010001010000000000000515BI0100001116	13.2	MT
6	5	Bored cast-in-situ M35 grade RCC Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m. (Pile diameter 1200mm)	BI01010001010000000000000515BI0100001117	120.6	metre
7	6	Levelling Course for Pile Cap (PCC M15)	BI01010001010000000000000515BI0100001118	9.44	cum
8	7	Cement Concrete for Reinforced Concrete in Pile Cap complete as per drawing and Technical Specification (RCC Grade M25, using Concrete Mixer)	BI01010001010000000000000515BI0100001119	159.74	cum
9	8	PCC 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.)\n	BI01010001010000000000000515BI0100001120	47.05	cum
10	9	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification, (PCC Grade M15) Annular Filling\n	BI01010001010000000000000515BI0100001121	54.85	cum
11	10	PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification	BI01010001010000000000000515BI0100001122	7.88	cum
12	11	Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, \n\n(RCC Grade M25 using Concrete Mixer)	BI01010001010000000000000515BI0100001123	883.08	cum
13	12	Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) \n\nHeight Upto 5m	BI01010001010000000000000515BI0100001124	2720.59	cum
14	12.01	Height between 5m to 10m	BI01010001010000000000000515BI0100001125	205.49	cum
15	13	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 face. Complete as per drawing and technical specification.	BI01010001010000000000000515BI0100001126	55	Each
16	14	Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M 30\n\nRCC T-Beam & Slab (Height between 5m to 10m)	BI01010001010000000000000515BI0100001127	468	cum
17	15	Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification.	BI01010001010000000000000515BI0100001128	15.76	cum
18	16	Strip Seal Expansion Joint ( providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring complaince to the manufacturer's instructions for installation.	BI01010001010000000000000515BI0100001129	59.15	Per m
19	17	Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.	BI01010001010000000000000515BI0100001130	483840	CC
20	18	Providing drainage spout complete as per drawing and technical specification	BI01010001010000000000000515BI0100001131	48	Each
21	19	Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence 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 specificatoins.	BI01010001010000000000000515BI0100001132	246.4	metre
22	20	Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification.	BI01010001010000000000000515BI0100001133	65.36	cum
23	21	Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications	BI01010001010000000000000515BI0100001134	109.97	tonne
24	22	Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications	BI01010001010000000000000515BI0100001135	50.27	tonne
25	23	Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications	BI01010001010000000000000515BI0100001136	72.48	tonne
26	24	Providing and laying Filter media with granular materials /stone crushed aggreates satisfying the requirement laid down in clause 2504.2.2 of morth specification to a thickness oof not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provide over th 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	BI01010001010000000000000515BI0100001137	44.84	sqm
27	25	Providing 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 \n\nStone/Boulder	BI01010001010000000000000515BI0100001138	121.1	sqm
28	26	APPROACH ROAD PART\n\nConstruction of Embankment with Material deposited from Borrow Pits (Construction of embankment with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)\n\nRolling with Vibratory roller.	BI01010001010000000000000515BI0100001139	1483.54	cum
29	27	Compacting original ground supporting embankment\n\nRolling with vibratory roller	BI01010001010000000000000515BI0100001140	225	cum
30	28	Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)\n\nfor Grading - I Material	BI01010001010000000000000515BI0100001141	225	cum
31	29	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 vibratory roller 8-10 tonnes / Smooth 3 wheeled steel roller in stages to proper grade and camber, applying and brooming requisite type of screening / Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density).\n\nGrading -II (Using Screening Crushable type such as moorum or gravel) (with Vibratory Roller)	BI01010001010000000000000515BI0100001142	150	cum
32	29.01	Grading -III (Using Screening Crushable type such as moorum or gravel) (with Vibratory Roller)	BI01010001010000000000000515BI0100001143	112.5	cum
33	30	Prime Coat (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)	BI01010001010000000000000515BI0100001144	820	sqm
34	31	Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.	BI01010001010000000000000515BI0100001145	820	sqm
35	32	Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)\n\n(Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)	BI01010001010000000000000515BI0100001146	820	sqm
36	33	Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B Seal Coats)\n\nSeal Coat - Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.	BI01010001010000000000000515BI0100001147	820	sqm
37	34	Providing 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. (Stone / Boulder )	BI01010001010000000000000515BI0100001148	18.73	cum
38	35	GUARD WALL PART\n\nExcavation for structures in ordinary soil (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) Machanical means.\n\nupto 3m depth	BI01010001010000000000000515BI0100001149	516	cum
39	35.01	Sand filling in foundation trenches as per Drawing and Technical specification	BI01010001010000000000000515BI0100001150	50.98	cum
40	36	Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 )	BI01010001010000000000000515BI0100001151	135.9	cum
41	37	Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications.	BI01010001010000000000000515BI0100001152	207.76	cum
42	38	Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.	BI01010001010000000000000515BI0100001153	397.5	cum
43	39	Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification.	BI01010001010000000000000515BI0100001154	330	Each
44	40	Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications	BI01010001010000000000000515BI0100001155	25.39	10 sqm
45	41	Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping	BI01010001010000000000000515BI0100001156	11.25	cum
46	42	Carriage of Materials including Loading and unloading\n\nSand - 15 km	BI01010001010000000000000515BI0100001157	2592.5	cum
47	42.01	Cement - 30 km	BI01010001010000000000000515BI0100001158	2084.33	MT
48	42.02	Boulder - 30 km	BI01010001010000000000000515BI0100001159	805.62	cum
49	42.03	Aggregate - 30 km	BI01010001010000000000000515BI0100001160	5038.42	cum
50	42.04	Steel - 50 km	BI01010001010000000000000515BI0100001161	255.59	MT
51	42.05	Bitumen (Bokaro) - 258 km	BI01010001010000000000000515BI0100001162	1.2	MT
52	42.06	Bitumen Emulsion (Bokaro) - 258 km	BI01010001010000000000000515BI0100001163	0.66	MT
53	43	GST @ 12%	BI01010001010000000000000515BI0100001164	5.30669e+07	Rs.
54	44	Labour cess @ 1%	BI01010001010000000000000515BI0100001165	5.94349e+07	Rs.

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Construction Of Bridge Over Gumra River In Bichiyapahari Panchayat Between Bichiapahari To Balia Road Under Kathikund Block , Dumka District . , Kathikund Block, Dumka District.-Jharkhand

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Name of Work: Construction Of Bridge Over Gumra River In BichiyaPahari Panchayat Between BichiaPahari To Balia Road Under Kathikund Block, Dumka district.
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	BRIDGE PART\n\nExcavation for structures in ordinary soil (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) Mechanical means\n\nDepth upto 3m	BI01010001010000000000000515BI0100001112	1837.97	cum
2	1.01	Depth upto 3m to 6m	BI01010001010000000000000515BI0100001113	795.7	cum
3	2	Excavation for structures in ordinary Rock not requiring blasting (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) Machanical means	BI01010001010000000000000515BI0100001114	1644.4	cum
4	3	Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification\n\nSandy material	BI01010001010000000000000515BI0100001115	164.21	cum
5	4	Providing Steel liner 10mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing	BI01010001010000000000000515BI0100001116	13.2	MT
6	5	Bored cast-in-situ M35 grade RCC Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m. (Pile diameter 1200mm)	BI01010001010000000000000515BI0100001117	120.6	metre
7	6	Levelling Course for Pile Cap (PCC M15)	BI01010001010000000000000515BI0100001118	9.44	cum
8	7	Cement Concrete for Reinforced Concrete in Pile Cap complete as per drawing and Technical Specification (RCC Grade M25, using Concrete Mixer)	BI01010001010000000000000515BI0100001119	159.74	cum
9	8	PCC 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.)\n	BI01010001010000000000000515BI0100001120	47.05	cum
10	9	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification, (PCC Grade M15) Annular Filling\n	BI01010001010000000000000515BI0100001121	54.85	cum
11	10	PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification	BI01010001010000000000000515BI0100001122	7.88	cum
12	11	Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, \n\n(RCC Grade M25 using Concrete Mixer)	BI01010001010000000000000515BI0100001123	883.08	cum
13	12	Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) \n\nHeight Upto 5m	BI01010001010000000000000515BI0100001124	2720.59	cum
14	12.01	Height between 5m to 10m	BI01010001010000000000000515BI0100001125	205.49	cum
15	13	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 face. Complete as per drawing and technical specification.	BI01010001010000000000000515BI0100001126	55	Each
16	14	Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M 30\n\nRCC T-Beam & Slab (Height between 5m to 10m)	BI01010001010000000000000515BI0100001127	468	cum
17	15	Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification.	BI01010001010000000000000515BI0100001128	15.76	cum
18	16	Strip Seal Expansion Joint ( providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring complaince to the manufacturer's instructions for installation.	BI01010001010000000000000515BI0100001129	59.15	Per m
19	17	Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.	BI01010001010000000000000515BI0100001130	483840	CC
20	18	Providing drainage spout complete as per drawing and technical specification	BI01010001010000000000000515BI0100001131	48	Each
21	19	Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence 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 specificatoins.	BI01010001010000000000000515BI0100001132	246.4	metre
22	20	Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification.	BI01010001010000000000000515BI0100001133	65.36	cum
23	21	Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications	BI01010001010000000000000515BI0100001134	109.97	tonne
24	22	Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications	BI01010001010000000000000515BI0100001135	50.27	tonne
25	23	Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications	BI01010001010000000000000515BI0100001136	72.48	tonne
26	24	Providing and laying Filter media with granular materials /stone crushed aggreates satisfying the requirement laid down in clause 2504.2.2 of morth specification to a thickness oof not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provide over th 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	BI01010001010000000000000515BI0100001137	44.84	sqm
27	25	Providing 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 \n\nStone/Boulder	BI01010001010000000000000515BI0100001138	121.1	sqm
28	26	APPROACH ROAD PART\n\nConstruction of Embankment with Material deposited from Borrow Pits (Construction of embankment with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)\n\nRolling with Vibratory roller.	BI01010001010000000000000515BI0100001139	1483.54	cum
29	27	Compacting original ground supporting embankment\n\nRolling with vibratory roller	BI01010001010000000000000515BI0100001140	225	cum
30	28	Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)\n\nfor Grading - I Material	BI01010001010000000000000515BI0100001141	225	cum
31	29	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 vibratory roller 8-10 tonnes / Smooth 3 wheeled steel roller in stages to proper grade and camber, applying and brooming requisite type of screening / Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density).\n\nGrading -II (Using Screening Crushable type such as moorum or gravel) (with Vibratory Roller)	BI01010001010000000000000515BI0100001142	150	cum
32	29.01	Grading -III (Using Screening Crushable type such as moorum or gravel) (with Vibratory Roller)	BI01010001010000000000000515BI0100001143	112.5	cum
33	30	Prime Coat (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)	BI01010001010000000000000515BI0100001144	820	sqm
34	31	Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.	BI01010001010000000000000515BI0100001145	820	sqm
35	32	Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)\n\n(Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)	BI01010001010000000000000515BI0100001146	820	sqm
36	33	Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B Seal Coats)\n\nSeal Coat - Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.	BI01010001010000000000000515BI0100001147	820	sqm
37	34	Providing 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. (Stone / Boulder )	BI01010001010000000000000515BI0100001148	18.73	cum
38	35	GUARD WALL PART\n\nExcavation for structures in ordinary soil (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) Machanical means.\n\nupto 3m depth	BI01010001010000000000000515BI0100001149	516	cum
39	35.01	Sand filling in foundation trenches as per Drawing and Technical specification	BI01010001010000000000000515BI0100001150	50.98	cum
40	36	Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 )	BI01010001010000000000000515BI0100001151	135.9	cum
41	37	Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications.	BI01010001010000000000000515BI0100001152	207.76	cum
42	38	Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.	BI01010001010000000000000515BI0100001153	397.5	cum
43	39	Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification.	BI01010001010000000000000515BI0100001154	330	Each
44	40	Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications	BI01010001010000000000000515BI0100001155	25.39	10 sqm
45	41	Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping	BI01010001010000000000000515BI0100001156	11.25	cum
46	42	Carriage of Materials including Loading and unloading\n\nSand - 15 km	BI01010001010000000000000515BI0100001157	2592.5	cum
47	42.01	Cement - 30 km	BI01010001010000000000000515BI0100001158	2084.33	MT
48	42.02	Boulder - 30 km	BI01010001010000000000000515BI0100001159	805.62	cum
49	42.03	Aggregate - 30 km	BI01010001010000000000000515BI0100001160	5038.42	cum
50	42.04	Steel - 50 km	BI01010001010000000000000515BI0100001161	255.59	MT
51	42.05	Bitumen (Bokaro) - 258 km	BI01010001010000000000000515BI0100001162	1.2	MT
52	42.06	Bitumen Emulsion (Bokaro) - 258 km	BI01010001010000000000000515BI0100001163	0.66	MT
53	43	GST @ 12%	BI01010001010000000000000515BI0100001164	5.30669e+07	Rs.
54	44	Labour cess @ 1%	BI01010001010000000000000515BI0100001165	5.94349e+07	Rs.

Construction Of Bridge Over Gumra River In Bichiyapahari Panchayat Between Bichiapahari To Balia Road Under Kathikund Block , Dumka District . , Kathikund Block, Dumka District.-Jharkhand

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