Package C-2 Restoration Of Drainage System And Slope Protection Works At Bye Pass Tunnel Area And Penstock Area , At Loktak Power Station In Manipur . Package C-2 Restoration Of Drainage System And Slope Protection Works At Bye Pass Tunnel Area And Pens, Loktak Power Station In Manipur.-Manipur

TDR : 23650740

Tender Notice
BOQ

Expired

Loktak Power Station In Manipur. , Manipur

Tender Brief : Package C-2 Restoration Of Drainage System And Slope Protection Works At Bye Pass Tunnel Area And Penstock Area , At Loktak Power Station In Manipur . Package C-2 Restoration Of Drainage System And Slope Protection Works At Bye Pass Tunnel Area And Pens

Document Fees
₹ 5000 /-

EMD
₹ 3112000.0 /-

Tender Value
Refer document

Submission Date
16-03-2020

Competition Type
Indian

Bidding Type
Tender

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Name of Work: Package C-2, Restoration of drainage system & slope protection works at Bye pass tunnel area and penstock area at Loktak Power Station (Manipur)
1	1	BYE PASS TUNNEL AREA & OTHER AREAS	A
2	2	Surface Excavation & Earth Filling	2(A)
3	3	Common Excavation	2.1(A)	21400	m³
4	4	Minor Excavation	2.2(A)	600	m³
5	5	Providing and laying earthfill obtained from excavation including the cost of all materials, carriages, labour, placing and spreading, compaction and sprinkling with water as needed for the materials, etc. as per drawing and as per technical specifications or as directed by Engineer-in-Charge.(including all leads and lifts)	2.3(A)	1300	m³
6	6	Drilling and Installation of Pressure Relief Holes	7(A)
7	7	Drilling/ Re-drilling of 45mm dia. holes	7.1.1(A)	300	m
8	8	Supply & Instalation of perforated PVC pipe 36 mm dia.	7.1.2(A)	300	m
9	9	Concrete	9(A)
10	10	Concrete Works	9.1(A)
11	11	Reinforced Cement Concrete (M20/A20) including formwork,\netc.\n	9.1.1(A)	50	m³
12	12	Plain Cement Concrete (M20/A20) including formwork, etc.	9.1.2(A)	100	m³
13	13	25mm thick Cement Plaster of mix 1:4 (1 cement :4 coarse\nsand)\n	9.2(A)	2350	m²
14	14	Reinforcing Steel	11(A)
15	15	Deformed Reinforcement Bars Grade Fe 500	11.1(A)	10	MT
16	16	Slope Protection	17(A)
17	17	Mechanically woven double twisted hexagonal wire mesh gabions	17.1(A)
18	18	Supply of mechanically woven double twisted hexagonal gabions (Zn coated) of size 2mx1mx0.5m with one diaphragm having mesh opening 100mm x 120 mm, mesh wire diameter 2.7mm, edge/ selvedge wire diameter 3.4mm and lacing wire diameter 2.2mm conforming to IS:16014 and as per technical specification.	17.1.1(A)	15100	No.
19	19	Supply and placing boulders of around 20 kg to 40 kg in weight and 150 mm to 300 mm in size in gabion box including cost of supply of lacing wire/ rings for tying, cost of tying the lid of gabions with lacing wire/ rings as per the specification.	17.1.2(A)	13100	m³
20	20	Placing boulders obtained from excavation of around 20 kg to 40 kg in weight and 150 mm to 300 mm in size in gabion box including cost of supply of lacing wire/ rings for tying, cost of tying the lid of gabions with lacing wire/ rings as per the specification.	17.1.3(A)	2000	m³
21	21	Supply and fixing of mechanically woven double twisted hexagonal wiremesh (Zn coated) of 0.5m width having mesh opening 100mm x 120 mm and mesh wire diameter of 2.7mm dia conforming to IS: 16014 for repair of existing damaged wire crates including cost of supply of lacing wire/ rings for tying and cost of tying with existing wirecrate as per the technical specification.	17.1.4(A)	3000	sqm
22	22	Geosynthetic materials	17.2(A)
23	23	Laying of geotextile including cost of supply, storage and transportation upto site as per specification.	17.2.1(A)	8000	sqm
24	24	Laying of geomembrane including cost of supply, storage and transportation upto site as per specification.	17.2.2(A)	8000	sqm
25	25	Supply and placing boulders of around 20 kg to 40 kg in weight and 150 mm to 300 mm in size for Rock Trench/Contour drain (Proposed), Nala depressions (Restoration) & other areas in as per the specification.	17.3(A)	4000	m³
26	26	PENSTOCK AREA BETWEEN ANCHOR BLOCK 11 - 12	B
27	27	Surface Excavation & Earth Filling	2(B)
28	28	Common Excavation	2.1(B)	3600	m³
29	29	Minor Excavation	2.2(B)	1050	m³
30	30	Providing and laying earthfill obtained from excavation including the cost of all materials, carriages, labour, placing and spreading, compaction and sprinkling with water as needed for the materials, etc. as per drawing and as per technical specifications or as directed by Engineer-in-Charge.(including all leads and lifts)	2.3(B)	350	m³
31	31	Drilling and Installation of Pressure Relief Holes	7(B)
32	32	Drilling/ Re-drilling of 45mm dia. holes	7.1.1(B)	850	m
33	33	Supply & Instalation of perforated PVC pipe 36 mm dia.	7.1.2(B)	850	m
34	34	Concrete	9(B)
35	35	Concrete Works	9.1(B)
36	36	Plain Cement Concrete (M20/A20) including formwork, etc.	9.1.1(B)	150	m³
37	37	Reinforced Cement Concrete (M20/A20) including formwork,etc	9.1.2(B)	30	m³
38	38	Reinforcing Steel	11(B)
39	39	Deformed Reinforcement Bars Grade Fe 500	11.1(B)	10	MT
40	40	Slope Protection	17(B)
41	41	Geosynthetic materials	17.1(B)
42	42	Laying of geotextile including cost of supply, storage and transportation upto site as per specification	17.1.1(B)	2600	sqm
43	43	Laying of geomembrane including cost of supply, storage and transportation upto site as per specification	17.1.2(B)	2600	sqm
44	44	Supply and placing boulders of around 20 kg to 40 kg in weight and 150 mm to 300 mm in size for Contour drain & Step drain (Proposed) and in other areas as per the specification.	17.2(B)	1000	m³
45	45	Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specification.\n-- Random Rubble Masonry ( Coursed/ uncoursed)\n	17.3(B)	500	m³

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Package C-2 Restoration Of Drainage System And Slope Protection Works At Bye Pass Tunnel Area And Penstock Area , At Loktak Power Station In Manipur . Package C-2 Restoration Of Drainage System And Slope Protection Works At Bye Pass Tunnel Area And Pens, Loktak Power Station In Manipur.-Manipur

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Name of Work: Package C-2, Restoration of drainage system & slope protection works at Bye pass tunnel area and penstock area at Loktak Power Station (Manipur)
	Sl.No.	Item Description	Item Code	Quantity	Units
1	1	BYE PASS TUNNEL AREA & OTHER AREAS	A
2	2	Surface Excavation & Earth Filling	2(A)
3	3	Common Excavation	2.1(A)	21400	m³
4	4	Minor Excavation	2.2(A)	600	m³
5	5	Providing and laying earthfill obtained from excavation including the cost of all materials, carriages, labour, placing and spreading, compaction and sprinkling with water as needed for the materials, etc. as per drawing and as per technical specifications or as directed by Engineer-in-Charge.(including all leads and lifts)	2.3(A)	1300	m³
6	6	Drilling and Installation of Pressure Relief Holes	7(A)
7	7	Drilling/ Re-drilling of 45mm dia. holes	7.1.1(A)	300	m
8	8	Supply & Instalation of perforated PVC pipe 36 mm dia.	7.1.2(A)	300	m
9	9	Concrete	9(A)
10	10	Concrete Works	9.1(A)
11	11	Reinforced Cement Concrete (M20/A20) including formwork,\netc.\n	9.1.1(A)	50	m³
12	12	Plain Cement Concrete (M20/A20) including formwork, etc.	9.1.2(A)	100	m³
13	13	25mm thick Cement Plaster of mix 1:4 (1 cement :4 coarse\nsand)\n	9.2(A)	2350	m²
14	14	Reinforcing Steel	11(A)
15	15	Deformed Reinforcement Bars Grade Fe 500	11.1(A)	10	MT
16	16	Slope Protection	17(A)
17	17	Mechanically woven double twisted hexagonal wire mesh gabions	17.1(A)
18	18	Supply of mechanically woven double twisted hexagonal gabions (Zn coated) of size 2mx1mx0.5m with one diaphragm having mesh opening 100mm x 120 mm, mesh wire diameter 2.7mm, edge/ selvedge wire diameter 3.4mm and lacing wire diameter 2.2mm conforming to IS:16014 and as per technical specification.	17.1.1(A)	15100	No.
19	19	Supply and placing boulders of around 20 kg to 40 kg in weight and 150 mm to 300 mm in size in gabion box including cost of supply of lacing wire/ rings for tying, cost of tying the lid of gabions with lacing wire/ rings as per the specification.	17.1.2(A)	13100	m³
20	20	Placing boulders obtained from excavation of around 20 kg to 40 kg in weight and 150 mm to 300 mm in size in gabion box including cost of supply of lacing wire/ rings for tying, cost of tying the lid of gabions with lacing wire/ rings as per the specification.	17.1.3(A)	2000	m³
21	21	Supply and fixing of mechanically woven double twisted hexagonal wiremesh (Zn coated) of 0.5m width having mesh opening 100mm x 120 mm and mesh wire diameter of 2.7mm dia conforming to IS: 16014 for repair of existing damaged wire crates including cost of supply of lacing wire/ rings for tying and cost of tying with existing wirecrate as per the technical specification.	17.1.4(A)	3000	sqm
22	22	Geosynthetic materials	17.2(A)
23	23	Laying of geotextile including cost of supply, storage and transportation upto site as per specification.	17.2.1(A)	8000	sqm
24	24	Laying of geomembrane including cost of supply, storage and transportation upto site as per specification.	17.2.2(A)	8000	sqm
25	25	Supply and placing boulders of around 20 kg to 40 kg in weight and 150 mm to 300 mm in size for Rock Trench/Contour drain (Proposed), Nala depressions (Restoration) & other areas in as per the specification.	17.3(A)	4000	m³
26	26	PENSTOCK AREA BETWEEN ANCHOR BLOCK 11 - 12	B
27	27	Surface Excavation & Earth Filling	2(B)
28	28	Common Excavation	2.1(B)	3600	m³
29	29	Minor Excavation	2.2(B)	1050	m³
30	30	Providing and laying earthfill obtained from excavation including the cost of all materials, carriages, labour, placing and spreading, compaction and sprinkling with water as needed for the materials, etc. as per drawing and as per technical specifications or as directed by Engineer-in-Charge.(including all leads and lifts)	2.3(B)	350	m³
31	31	Drilling and Installation of Pressure Relief Holes	7(B)
32	32	Drilling/ Re-drilling of 45mm dia. holes	7.1.1(B)	850	m
33	33	Supply & Instalation of perforated PVC pipe 36 mm dia.	7.1.2(B)	850	m
34	34	Concrete	9(B)
35	35	Concrete Works	9.1(B)
36	36	Plain Cement Concrete (M20/A20) including formwork, etc.	9.1.1(B)	150	m³
37	37	Reinforced Cement Concrete (M20/A20) including formwork,etc	9.1.2(B)	30	m³
38	38	Reinforcing Steel	11(B)
39	39	Deformed Reinforcement Bars Grade Fe 500	11.1(B)	10	MT
40	40	Slope Protection	17(B)
41	41	Geosynthetic materials	17.1(B)
42	42	Laying of geotextile including cost of supply, storage and transportation upto site as per specification	17.1.1(B)	2600	sqm
43	43	Laying of geomembrane including cost of supply, storage and transportation upto site as per specification	17.1.2(B)	2600	sqm
44	44	Supply and placing boulders of around 20 kg to 40 kg in weight and 150 mm to 300 mm in size for Contour drain & Step drain (Proposed) and in other areas as per the specification.	17.2(B)	1000	m³
45	45	Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specification.\n-- Random Rubble Masonry ( Coursed/ uncoursed)\n	17.3(B)	500	m³

Package C-2 Restoration Of Drainage System And Slope Protection Works At Bye Pass Tunnel Area And Penstock Area , At Loktak Power Station In Manipur . Package C-2 Restoration Of Drainage System And Slope Protection Works At Bye Pass Tunnel Area And Pens, Loktak Power Station In Manipur.-Manipur

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