Construction Of Rcc Culvert ( 3 X 5 M X 2 . 5 M ) And Guard Wall Between Bandatoli To Pahartoli Path Under Basia Block , District Gumla . , Basia Block, District Gumla.-Jharkhand

TDR : 23304233

Tender Notice
BOQ

Expired

Basia Block, District Gumla. , Jharkhand

Tender Brief : Construction Of Rcc Culvert ( 3 X 5 M X 2 . 5 M ) And Guard Wall Between Bandatoli To Pahartoli Path Under Basia Block , District Gumla .

Document Fees
₹ 5000 /-

EMD
₹ 97000.0 /-

Tender Value
₹ 48.03 Lakhs /-

Submission Date
27-01-2020

Competition Type
Indian

Bidding Type
Tender

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Name of Work: Construction of RCC Culvert (3 x 5 m x 2.5 m) and Guard wall between Bandatoli to Pahartoli path under Basia block, district Gumla.
1	1	Earlh work in excavation in foundation trenches in ordinary soil & hard soil (vide classification of soil item-A & B) and disposal of excavated earth as obtained to a distance up to 50M including all lifts with leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design and per building specification and direction of E/I.	BI01010001010000000000000515BI0100001112	215.75	M3
2	2	Earth work in excavation of cut off trenches as per designed section in soft rock or ordinary rock (Vide classification of soil item-C) with disposal of soil (beyond 50 m away from the toe of the dam in country side) with initial lead of 150 m and lift of 1.5 m including making the section in profile, dressing sides in proper slope and bed in proper grade etc. all complete as per specification and direction of E/l. (Soft rock where blasting is required and approved by the concerned Chief Engineer)	BI01010001010000000000000515BI0100001113	550.98	M3
3	3	Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.	BI01010001010000000000000515BI0100001114	75.24	M3
4	4	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications, PCC Grade M15	BI01010001010000000000000515BI0100001115	135.6	M3
5	5	Providiag rough dressed random rubble stone masonary in CM (1:3) in foudation with approved quality of coarse sand of requisite F.M. (2.5 to 3) washed and screened with raking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specificition and direction of E/l.	BI01010001010000000000000515BI0100001116	330.34	M3
6	6	Providiag rough dressed random rubble stone masonary in CM (1:3) in superstructure with approved quality of coarse sand of requisite F.M. (2.5 to 3) washed and screened with raking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specificition and direction of E/l.	BI01010001010000000000000515BI0100001117	227.49	M3
7	7	Providing weep holes with dry grade stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/l.	BI01010001010000000000000515BI0100001118	125	nos.
8	8	Hire charge of diesel operated pump (5 HP Pump) for bailing out water from foundation trenches where necessary including cost of fuel pay of operated with depreciation of major repair including profit (pump supplied by agency).	BI01010001010000000000000515BI0100001119	100	hrs.
9	9	Plain/Reinforced cement concrete in sub- structure complete as per drawing and Technical Specification . RCC Grade M25	BI01010001010000000000000515BI0100001120	9.41	M3
10	10	Furnishing and placing Reinforcement / Prestressed cement concrete in Super-structure as per drawing and technical specification	BI01010001010000000000000515BI0100001121	62.03	M3
11	11	Providing and laying P.C.C./R.C.C. M-200 with nominal mix of (1:1½:3) in wearing coat over deck slab with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M (2.5 to 3) washed and screened but including necessary tolls and plants vibrating, curing, royalty and all taxes etc. excluding cost of foam work as well of reinforcement, its cutting, bending, binding and placing, complete job as per specification and direction of E/l.	BI01010001010000000000000515BI0100001122	8.58	M3
12	12	Providing R.C.C. M-150 with nominal mix of (1:2:4) in railing and post as per design and selected quantity of sand, the post will be 150mm x 150mm x 1.5M c/c 1M high and mix (1:2:4) and three rows of railing (three rows of railing will be 165mm x 70mm at the top and remaining two rows of railing will be precast of mix (1:1½:3) railing and post will take two coats of cement washing with hire charge of machine including cost of reinforcement complete as per specification and direction of E/l.	BI01010001010000000000000515BI0100001123	36	M
13	13	Providing 25 mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. (2.5 to 3) washed and screened and its removal, royalty and taxes etc. complete job as per specification and direcition of E/l.	BI01010001010000000000000515BI0100001124	302.93	M2
14	14	Providing two coats of plastic emulsion paint of approved shade and make over a coat of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty wherever required scaffolding, washing floors and taxes all complete as per building specification and direcition of E/l.	BI01010001010000000000000515BI0100001125	99.36	M2
15	15	Supplying , fitting and placing HYSD bar Reincement in super structure complete as per drawing and technical specification	BI01010001010000000000000515BI0100001126	8.05	MT
16	16	Earth work in filling foundation trenches or back filling of structures in layer not exceeding 150mm thick well watered, rammed and fully compacted and finally dressed with suitable earth obtained from excavation of foundation trenches and placed in suitable profile with a lead of 30m and lift of 1.5m all complete as per specification and direction of E/l.	BI01010001010000000000000515BI0100001127	203.58	M3
17	17	APPROACH ROAD Construction of Embankment with material obtained from Borrowpits construction of embankment with approved material obtained from borrow pits with all lifts and leads transporting to site, spreading grading, grading to required slope and compacting to meet requirement .	BI01010001010000000000000515BI0100001128	855	M3
18	18	Carriage of materials from query or source to work site by mechanical means including loading unloading and stacking including contractors profit\n\nCement (lead 12 km)	BI01010001010000000000000515BI0100001129	180.3	MT
19	18.01	Sand (lead 12 km)	BI01010001010000000000000515BI0100001130	313.96	M3
20	18.02	Chips (lead 10 KM)	BI01010001010000000000000515BI0100001131	192.1	M3
21	18.03	Boulder (lead 10 km)	BI01010001010000000000000515BI0100001132	633.08	M3
22	18.04	Steel (lead 12 km)	BI01010001010000000000000515BI0100001133	8.0549	MT
23	19	Add 12% GST	BI01010001010000000000000515BI0100001134	4.24614e+06	Rs.
24	20	Add 1% Labour cess	BI01010001010000000000000515BI0100001135	4.75568e+06	Rs.

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Construction Of Rcc Culvert ( 3 X 5 M X 2 . 5 M ) And Guard Wall Between Bandatoli To Pahartoli Path Under Basia Block , District Gumla . , Basia Block, District Gumla.-Jharkhand

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Name of Work: Construction of RCC Culvert (3 x 5 m x 2.5 m) and Guard wall between Bandatoli to Pahartoli path under Basia block, district Gumla.
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Earlh work in excavation in foundation trenches in ordinary soil & hard soil (vide classification of soil item-A & B) and disposal of excavated earth as obtained to a distance up to 50M including all lifts with leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design and per building specification and direction of E/I.	BI01010001010000000000000515BI0100001112	215.75	M3
2	2	Earth work in excavation of cut off trenches as per designed section in soft rock or ordinary rock (Vide classification of soil item-C) with disposal of soil (beyond 50 m away from the toe of the dam in country side) with initial lead of 150 m and lift of 1.5 m including making the section in profile, dressing sides in proper slope and bed in proper grade etc. all complete as per specification and direction of E/l. (Soft rock where blasting is required and approved by the concerned Chief Engineer)	BI01010001010000000000000515BI0100001113	550.98	M3
3	3	Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.	BI01010001010000000000000515BI0100001114	75.24	M3
4	4	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications, PCC Grade M15	BI01010001010000000000000515BI0100001115	135.6	M3
5	5	Providiag rough dressed random rubble stone masonary in CM (1:3) in foudation with approved quality of coarse sand of requisite F.M. (2.5 to 3) washed and screened with raking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specificition and direction of E/l.	BI01010001010000000000000515BI0100001116	330.34	M3
6	6	Providiag rough dressed random rubble stone masonary in CM (1:3) in superstructure with approved quality of coarse sand of requisite F.M. (2.5 to 3) washed and screened with raking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specificition and direction of E/l.	BI01010001010000000000000515BI0100001117	227.49	M3
7	7	Providing weep holes with dry grade stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/l.	BI01010001010000000000000515BI0100001118	125	nos.
8	8	Hire charge of diesel operated pump (5 HP Pump) for bailing out water from foundation trenches where necessary including cost of fuel pay of operated with depreciation of major repair including profit (pump supplied by agency).	BI01010001010000000000000515BI0100001119	100	hrs.
9	9	Plain/Reinforced cement concrete in sub- structure complete as per drawing and Technical Specification . RCC Grade M25	BI01010001010000000000000515BI0100001120	9.41	M3
10	10	Furnishing and placing Reinforcement / Prestressed cement concrete in Super-structure as per drawing and technical specification	BI01010001010000000000000515BI0100001121	62.03	M3
11	11	Providing and laying P.C.C./R.C.C. M-200 with nominal mix of (1:1½:3) in wearing coat over deck slab with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M (2.5 to 3) washed and screened but including necessary tolls and plants vibrating, curing, royalty and all taxes etc. excluding cost of foam work as well of reinforcement, its cutting, bending, binding and placing, complete job as per specification and direction of E/l.	BI01010001010000000000000515BI0100001122	8.58	M3
12	12	Providing R.C.C. M-150 with nominal mix of (1:2:4) in railing and post as per design and selected quantity of sand, the post will be 150mm x 150mm x 1.5M c/c 1M high and mix (1:2:4) and three rows of railing (three rows of railing will be 165mm x 70mm at the top and remaining two rows of railing will be precast of mix (1:1½:3) railing and post will take two coats of cement washing with hire charge of machine including cost of reinforcement complete as per specification and direction of E/l.	BI01010001010000000000000515BI0100001123	36	M
13	13	Providing 25 mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. (2.5 to 3) washed and screened and its removal, royalty and taxes etc. complete job as per specification and direcition of E/l.	BI01010001010000000000000515BI0100001124	302.93	M2
14	14	Providing two coats of plastic emulsion paint of approved shade and make over a coat of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty wherever required scaffolding, washing floors and taxes all complete as per building specification and direcition of E/l.	BI01010001010000000000000515BI0100001125	99.36	M2
15	15	Supplying , fitting and placing HYSD bar Reincement in super structure complete as per drawing and technical specification	BI01010001010000000000000515BI0100001126	8.05	MT
16	16	Earth work in filling foundation trenches or back filling of structures in layer not exceeding 150mm thick well watered, rammed and fully compacted and finally dressed with suitable earth obtained from excavation of foundation trenches and placed in suitable profile with a lead of 30m and lift of 1.5m all complete as per specification and direction of E/l.	BI01010001010000000000000515BI0100001127	203.58	M3
17	17	APPROACH ROAD Construction of Embankment with material obtained from Borrowpits construction of embankment with approved material obtained from borrow pits with all lifts and leads transporting to site, spreading grading, grading to required slope and compacting to meet requirement .	BI01010001010000000000000515BI0100001128	855	M3
18	18	Carriage of materials from query or source to work site by mechanical means including loading unloading and stacking including contractors profit\n\nCement (lead 12 km)	BI01010001010000000000000515BI0100001129	180.3	MT
19	18.01	Sand (lead 12 km)	BI01010001010000000000000515BI0100001130	313.96	M3
20	18.02	Chips (lead 10 KM)	BI01010001010000000000000515BI0100001131	192.1	M3
21	18.03	Boulder (lead 10 km)	BI01010001010000000000000515BI0100001132	633.08	M3
22	18.04	Steel (lead 12 km)	BI01010001010000000000000515BI0100001133	8.0549	MT
23	19	Add 12% GST	BI01010001010000000000000515BI0100001134	4.24614e+06	Rs.
24	20	Add 1% Labour cess	BI01010001010000000000000515BI0100001135	4.75568e+06	Rs.

Construction Of Rcc Culvert ( 3 X 5 M X 2 . 5 M ) And Guard Wall Between Bandatoli To Pahartoli Path Under Basia Block , District Gumla . , Basia Block, District Gumla.-Jharkhand

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