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

Tender Notice

23650740
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
Indian
Manipur
14-02-2020
16-03-2020
20-03-2020

Tender Details

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 Penstock Area , At Loktak Power Station In Manipur

Key Value

Document Fees
INR 5000 /-
EMD
INR 3112000.00 /-
Tender Value
Refer document

BOQ Items

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
4 4 Minor Excavation 2.2(A) 600
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
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
12 12 Plain Cement Concrete (M20/A20) including formwork, etc. 9.1.2(A) 100
13 13 25mm thick Cement Plaster of mix 1:4 (1 cement :4 coarse\nsand)\n 9.2(A) 2350
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
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
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
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
29 29 Minor Excavation 2.2(B) 1050
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
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
37 37 Reinforced Cement Concrete (M20/A20) including formwork,etc 9.1.2(B) 30
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
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
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