Maintenance And Repair Works On Nh-61 And Nh-150 Under National Highway Division I , Kohima During 2020-21 , Phase-Ii Part-Iii, Kohims-Nagaland

TDR : 26611592

Tender Notice
BOQ

Expired

Kohims , Nagaland

Tender Brief : Maintenance And Repair Works On Nh-61 And Nh-150 Under National Highway Division I , Kohima During 2020-21 , Phase-Ii Part-Iii

Document Fees
Refer document

EMD
₹ 84000.0 /-

Tender Value
Refer document

Submission Date
19-01-2021

Competition Type
Indian

Bidding Type
Auction

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Name of Work: Maintenance and Repair works on NH-61 (New NH-02), NH-150 under National Highway Division-I, Kohima during 2020-21 (Phase-II). Part-III
1	1	Construction of Retaining Wall at Location 13/400 KM length =40.00 mts
2	2	Excavation of soil by manual.Earth work excavation for foundation of structure as per drawing and tech.specification	192	cum
3	3	Dry rubble Flooring	5.6	cum
4	4	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification	5.6	cum
5	5	Stone masonry work in cement mortar 1:3 for substructure complete as drawing and Technical Specification	105.6	cum
6	6	Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification	60	cum
7	7	Construction of cattle trap at location 14/600 Km on NH-02
8	8	Earthwork in excavation of foundation of structures as per drawing and technical specification etc complete	30	cum
9	9	Plain/reinforced cement concrete in foundation complete as per drawing and technical specifications PCC M15 Grade	3	cum
10	10	Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification	5.77	cum
11	11	Plain/Reinforced Cement Concrete in sub-structure complete as per drawing and technical specification PCC M20 Grade	2.83	cum
12	12	I Sectoin 100 mm Depth @ 18 Kg/1 m Length)	884	kg
13	13	Construction of Breast Wall With Side Drain at Location 18/500 KM Length =45.00 mts
14	14	Excavation of soil by manual.Earth work excavation for foundation of structure as per drawing and tech.specification	227.7	cum
15	15	Dry rubble Flooring	9.45	cum
16	16	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification	9.45	cum
17	17	Stone masonry work in cement mortar 1:3 for substructure complete as drawing and Technical Specification	116.77	cum
18	18	Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification	67.5	cum
19	19	C Construction of Breast Wall at Location 19/5000 KM length =45.00 mts
20	20	Excavation of soil by manual.Earth work excavation for foundation of structure as per drawing and tech.specification	189	cum
21	21	Dry rubble Flooring	6.3	cum
22	22	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification	5.4	cum
23	23	Stone masonry work in cement mortar 1:3 for substructure complete as drawing and Technical Specification	92.81	cum
24	24	Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification	28.125	cum
25	25	Construction of H/P culvert (1000 mm dia Hume Pipe Culvert ) Height of Head wall 10.00m Length 15.00m Location 19/500km
26	26	Excavation for Structures (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)	197.29	cum
27	27	Plain/reinforced cement concrete in foundation complete as per drawing and technical specifications PCC M15 Grade	6.594	cum
28	28	Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (first sort )	41.25	cum
29	29	Bedding for Pipe\n Plain/reinforced cement concrete in foundation complete as per drawing and technical specifications	11.6994	cum
30	30	Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (first sort )	1	cum
31	31	Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row) 1000 mm dia.	15	m
32	32	Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material	56.9834	cum
33	33	Excavation for Structures (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)I. Manual Means - Soil (Upto 3 m depth)	2.74	cum
34	34	Plain/reinforced cement concrete in foundation complete as per drawing and technical specifications	0.39	cum
35	35	Stone masonry work in cement mortar 1:3 in sub structure complete as drawing and Technical Specification	0.96	cum
36	36	Plain/reinforced cement concrete in foundation complete as per drawing and technical specifications	0.6	cum
37	37	Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry	2	cum
38	38	Plain/reinforced cement concrete in sub-structure complete as per drawing and technical specificationsPCC M20	6	cum
39	39	Construction of Breast Wall With Side Drain at Location 19/900 KM Length =40.00 mts
40	40	Excavation of soil by manual.Earth work excavation for foundation of structure as per drawing and tech.specification	202.4	cum
41	41	Dry rubble Flooring	8.4	cum
42	42	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification	8.4	cum
43	43	Stone masonry work in cement mortar 1:3 for substructure complete as drawing and Technical Specification	103.8	cum
44	44	Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification	60	cum
45	45	Construction of Retaining Wall at Location 20/300 KM length =20.00 mts
46	46	Excavation of soil by manual.Earth work excavation for foundation of structure as per drawing and tech.specification	56	cum
47	47	Dry rubble Flooring	2.8	cum
48	48	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification	2.8	cum
49	49	Stone masonry work in cement mortar 1:3 for substructure complete as drawing and Technical Specification	51.42	cum
50	50	Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification	30	cum
51	51	Clearing and grubbing Road land.(Clearing and grubbing road land including uprooting rank vegetation grass,bushes, shrubs,saplings and trees girth upto 300mm,removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness). \nKm 3.500 to Km 40.000 of NH-2	6.685	Hec
52	52	Hill side Drain clearance.(Removal of earth from the choked hill sidedrain and disposing it on the valley side manually)\nKm 3.500 to Km 40.000 of NH-2	9380	m

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Maintenance And Repair Works On Nh-61 And Nh-150 Under National Highway Division I , Kohima During 2020-21 , Phase-Ii Part-Iii, Kohims-Nagaland

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Name of Work: Maintenance and Repair works on NH-61 (New NH-02), NH-150 under National Highway Division-I, Kohima during 2020-21 (Phase-II). Part-III
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Construction of Retaining Wall at Location 13/400 KM length =40.00 mts
2	2	Excavation of soil by manual.Earth work excavation for foundation of structure as per drawing and tech.specification		192	cum
3	3	Dry rubble Flooring		5.6	cum
4	4	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification		5.6	cum
5	5	Stone masonry work in cement mortar 1:3 for substructure complete as drawing and Technical Specification		105.6	cum
6	6	Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification		60	cum
7	7	Construction of cattle trap at location 14/600 Km on NH-02
8	8	Earthwork in excavation of foundation of structures as per drawing and technical specification etc complete		30	cum
9	9	Plain/reinforced cement concrete in foundation complete as per drawing and technical specifications PCC M15 Grade		3	cum
10	10	Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification		5.77	cum
11	11	Plain/Reinforced Cement Concrete in sub-structure complete as per drawing and technical specification PCC M20 Grade		2.83	cum
12	12	I Sectoin 100 mm Depth @ 18 Kg/1 m Length)		884	kg
13	13	Construction of Breast Wall With Side Drain at Location 18/500 KM Length =45.00 mts
14	14	Excavation of soil by manual.Earth work excavation for foundation of structure as per drawing and tech.specification		227.7	cum
15	15	Dry rubble Flooring		9.45	cum
16	16	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification		9.45	cum
17	17	Stone masonry work in cement mortar 1:3 for substructure complete as drawing and Technical Specification		116.77	cum
18	18	Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification		67.5	cum
19	19	C Construction of Breast Wall at Location 19/5000 KM length =45.00 mts
20	20	Excavation of soil by manual.Earth work excavation for foundation of structure as per drawing and tech.specification		189	cum
21	21	Dry rubble Flooring		6.3	cum
22	22	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification		5.4	cum
23	23	Stone masonry work in cement mortar 1:3 for substructure complete as drawing and Technical Specification		92.81	cum
24	24	Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification		28.125	cum
25	25	Construction of H/P culvert (1000 mm dia Hume Pipe Culvert ) Height of Head wall 10.00m Length 15.00m Location 19/500km
26	26	Excavation for Structures (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)		197.29	cum
27	27	Plain/reinforced cement concrete in foundation complete as per drawing and technical specifications PCC M15 Grade		6.594	cum
28	28	Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (first sort )		41.25	cum
29	29	Bedding for Pipe\n Plain/reinforced cement concrete in foundation complete as per drawing and technical specifications		11.6994	cum
30	30	Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (first sort )		1	cum
31	31	Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row) 1000 mm dia.		15	m
32	32	Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material		56.9834	cum
33	33	Excavation for Structures (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)I. Manual Means - Soil (Upto 3 m depth)		2.74	cum
34	34	Plain/reinforced cement concrete in foundation complete as per drawing and technical specifications		0.39	cum
35	35	Stone masonry work in cement mortar 1:3 in sub structure complete as drawing and Technical Specification		0.96	cum
36	36	Plain/reinforced cement concrete in foundation complete as per drawing and technical specifications		0.6	cum
37	37	Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry		2	cum
38	38	Plain/reinforced cement concrete in sub-structure complete as per drawing and technical specificationsPCC M20		6	cum
39	39	Construction of Breast Wall With Side Drain at Location 19/900 KM Length =40.00 mts
40	40	Excavation of soil by manual.Earth work excavation for foundation of structure as per drawing and tech.specification		202.4	cum
41	41	Dry rubble Flooring		8.4	cum
42	42	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification		8.4	cum
43	43	Stone masonry work in cement mortar 1:3 for substructure complete as drawing and Technical Specification		103.8	cum
44	44	Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification		60	cum
45	45	Construction of Retaining Wall at Location 20/300 KM length =20.00 mts
46	46	Excavation of soil by manual.Earth work excavation for foundation of structure as per drawing and tech.specification		56	cum
47	47	Dry rubble Flooring		2.8	cum
48	48	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification		2.8	cum
49	49	Stone masonry work in cement mortar 1:3 for substructure complete as drawing and Technical Specification		51.42	cum
50	50	Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification		30	cum
51	51	Clearing and grubbing Road land.(Clearing and grubbing road land including uprooting rank vegetation grass,bushes, shrubs,saplings and trees girth upto 300mm,removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness). \nKm 3.500 to Km 40.000 of NH-2		6.685	Hec
52	52	Hill side Drain clearance.(Removal of earth from the choked hill sidedrain and disposing it on the valley side manually)\nKm 3.500 to Km 40.000 of NH-2		9380	m

Maintenance And Repair Works On Nh-61 And Nh-150 Under National Highway Division I , Kohima During 2020-21 , Phase-Ii Part-Iii, Kohims-Nagaland

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