Tender For Contract For Restoration, Repair And Maintenance Of Ofc Baramulla And Its Tributaries And Allied Nallahs On Its Right Side Of Flood Control Sub Division Baramulla For The Year 2024.25, baramulla-Jammu And Kashmir

Contract For Restoration, Repair And Maintenance Of Ofc Baramulla And Its Tributaries And Allied Nallahs On Its Right Side Of Flood Control Sub Division Baramulla For The Year 2024.25- 1 Earth Work In Rough Excavation, Banking Excavated Earth In Layers Not Exceeding 20 Cm In Depth, Breaking Clods, Watering, Rolling Each Layer With 1 / 2 Tonne Roller Or Wooden Or Steel Rammers, And Rolling Every 3Rd And Top-Most Layer With Power Roller Of Minimum 8 Tonnes And Dressing Up In Embankments For Roads, Flood Banks, Marginal Banks And Guide Banks Or Filling Up Ground Depressions, Lead Upto 50 M And Lift Upto 1.5 M In All Kinds Of Soil. 2 Earth Work In Bulk Excavation By Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 M2 On Plan ) Including Disposal Of Excavated Earth Lead Upto 50 Meters And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. All Kinds Of Soil 3 Earth Work In Bulk Excavation By Mechanical Means ( Hydraulic Excavator ) Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 M2 On Plan ) Including Disposal Of Excavated Earth Lead Upto 50 Meters And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. All Kinds Of Soil 4 Deduct For Not Rolling With Power Roller Of Minimum 8 Tonnes For Banking Excavated Earth In Layers Not Exceeding 20 Cm In Depth. 5 Deduct For Not Watering The Excavated Earth For Banking. 6 Earth Work In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc. ( Not Exceeding 1.5 Mtr. In Width ) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sq Mtr. On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 Mtr. Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, All Kinds Of Soils. 7 Lead Upto 1 Meter From Cutting Edge 8 Lead 25 Meter Beyond 1 Meter From Cutting Edge 9 Banking Excavated Earth In Layers Not Exceeding 20Cm In Depth, Breaking Clods, Watering, Rolling Each Layer With 1 / 2 Tonne Roller, Or Wooden Or Steel Rammers, And Rolling Every 3Rd And Top-Most Layer With Power Roller Of Minimum 8 Tonnes And Dressing Up, In Embankments For Roads, Flood Banks, Marginal Banks, And Guide Banks Etc., Lead Upto 50 M And Lift Upto 1.5 M In All Kinds Of Soil. 10 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) In Trenches For Foundations, Drains, Pipes, Cables Etc. ( Not Exceeding 1.5 M In Width ) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, Within A Lead Of 50 Metres, All Kinds Of Soil. 11 Extra For Every Additional Lift Of 1.5 M Or Part Thereof In Excavation / Banking Excavated Or Stacked Material : All Kinds Of Soil 12 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. 13 Hand-Packing Stones In Wire-Crates; Excluding Cost Of Crates And Stones 14 Dumping Stone Excluding Cost Of Stones. In Horizontal On Level 15 Supply Of Boulders ( Nallah ) Excluding Carriage And Head Load. 16 Supply Of Boulders ( Quarry ) Nominal Size 225 Excluding Carriage And Head Load. 17 Supply Of Quarry Stone For Masonry Work Excluding Carriage And Head Load. 18 Labour Charges For Filling Empty Cement Bags With Sand / Earth; Including Cost Of Sewing And Strings; Excluding Cost Of Bags / Earth Or Sand. 19 Filling & Placing In Piostion Mega Geo Bags With Infilled Material Including Cost Of Sewing And Strings, Mega Geo Bags & Infilled Material ( Earth=70%, Sand=30% ) , Complete Job 20 Labour Charges For Fillinggeo Bags With Sand / Earth; Including Cost Of Sewing And Strings; Including Cost Of Bags, Complete Job 21 Opening Out Old Wire Crates Those And Re-Binding After Filling. 22 Loading / Unloading Sand / Earth Filled Ec Bags In Lorries; Lead Upto 50M. 23 Placing In Dry 24 Placing In Water 25 Supply And Stacking Of Sand At Site Excluding Carraige 26 Supply And Stacking Of Good Earth At Site Excluding Carraige 27 Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Leveling Up With Cement Concrete 1:6:12 ( 1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20Mm Nominal Size ) Upto Plinth Level And Curing Complete With: Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 28 Quarry 29 Nallah 30 Dry Random Rubble Masonry With Hard Stone In Foundation And Plinth: 31 Quarry 32 Nallah 33 Pointing Of Stone Work With Cement Mortar 1:3 ( 01 Cement: 03 Fine Sand ) Flush / Ruled Pointing 34 Clearing Jungle Including Uprooting Of Rank Vegetation, Grass, Brush Wood, Trees And Saplings Of Girth Upto 30 Cm Measured At A Height Of 1 M Above Ground Level And Removal Of Rubbish Upto A Distance Of 50 M Outside The Periphery Of The Area Cleared. 35 Removal Of Unhygienic Materials ( So Classified By The Site Engineer ) From Designated Sites And Its Disposal As Per Directions, All Inclusive. 36 Engagement Of Labour / Beldar, Mazdoor 37 Fitter 38 Mason 39 Carpenter / Black Smith 40 Hire Charges Of Tippers For Disposal Of Unhygenic Material / Other Depositions Incl Cost Of Fuel. 41 Hire Charges Of Tractors For Disposal Of Unhygenic Material / Other Deposition Incl. Cost Of Fuel 42 Felling Trees Of The Girth ( Measured At A Height Of 1 M Above Ground Level ) Including Cutting Of Trunk And Branches, Removing The Roots And Stacking Of Serviceable Material And Disposal Of Unserviceable Material. 43 Beyond 30Cm Girth Upto And Including 60Cm Girth. 44 Beyond 60Cm Girth Upto And Including 120Cm Girth 45 Providing And Laying Pvc Polythene Of Special Quality 46 Cutting Saw Machine 47 Dismantling Old Protection Work Including Cutting Of Crates And Stacking Of Stones 48 Engagement Of Boat Along With Boatman During Floods. 49 Hiring Of Dewatering Pump Incl Fuel / Operator Charges 50 Engagement Of Vechile / Taxi For Carrying Staff To Different Sites During Raids, Encroachment Drives And Flood Like Situations. 51 Supply Of Wire Crates 4X4 And 4 Mm Dia Wire Incl All Carriages Upto Site Of Work 52 Making Of Flexi Banners For Awareness Camps Etc ( As Per Analysis ) 53 Providing Of Pol For Cutters Generators And Other Machinery As Per The Requirement 54 Supply Of Petrol 55 Supply Of Diesel 56 Supply Of M Oil 57 Steel Reinforcement For Rcc Work Incl. Strightening Cutting, Bending Placing In Position And Binding All Complete Upto Plinth Level ( Mild Steel Bars. 58 Structural Steel Work In Single Section, Fixed With Or Without Connecting Plate Incl. Cutting Hoisting Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 59 Structural Steel Work In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 60 Riveted And Bolted 61 Welded 62 Emergent Arrangement For Republic Day / Independence Day And Other National Events ( Items To Be Paid As Per Lmr And Actual Analysis ) 63 Pumping Out Water Caused By Springs, Tidal Or River Seepage, Broken Water Mains Or Drains And The Like 64 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For; 65 Foundations, Footings, Bases For Columns 66 Retaining Walls, Return Walls, Walls ( Any Thickness ) Including Attached Pilasters Buttresses, Plinth And String Course Fillets, Kerbs And Steps Etc. 67 Suspended Floors, Roofs, Landings, Balconies, And Access Platforms. 68 Welding, Including Transportation Of Plant At Site Etc. Complete Job 69 By Gas Plant 70 By Electric Plant 71 P / F Of Chainlink Fencing 2X2 Mesh Of Rswg 4Mm Black Annealed Wire Of The Following Specifications And All Carriages Upto Site Of Work. The Chainlink Fencing Be Made Of 50X50x5 Mm Angle Iron With 02 Legs And 02 Feet Long. The Chainlink Fence Must Be Fastened To The Frame With 32Mmx4mm Ms Plate On All Sides. The Panel Shall Be Coated With Two Coats Of Red Oxide All Carriages Complete Job ( Panel To Be Lifted From Divisional Store ) Only Carriage Labour Charges And Red Oxide And Paint To Be Paid. 72 Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) 73 Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) 74 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete Including Curing But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement. All Works Upto Plinth Level: 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) 75 P / L Damp Proof Coarse 40Mm Thick With Cement Conc. 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 12.5 Mm Nominal Size ) And Curing Complete 76 Engagement Of Hydrulic Excavator For Removal Of Fallen Trees And Other Obstructions In Rivers And Nallahs And Other Emergencies ( To Be Carried Out As Per The Directions Of Engineer Incharge ) 77 Carriage Of Materials By Mechanical Transport Including Loading, Unloading And Stacking 78 A ) Earthupto 1 Km 79 2 Km 80 3 Km 81 4 Km 82 5 Km 83 Beyond 5 Km Upto 10 Km / Km 84 Beyond 10 Km Upto 20 Km / Km 85 Beyond 20 Km / Everyadditional Km 86 B ) Cratesupto 1 Km 87 2 Km 88 3 Km 89 4 Km 90 5 Km 91 Beyond 5 Km Upto 10 Km / Km 92 Beyond 10 Km Upto 20 Km / Km 93 Beyond 20 Km / Everyadditional Km 94 C ) Stoneupto 1 Km 95 2 Km 96 3 Km 97 4 Km 98 5 Km 99 Beyond 5 Km Upto 10 Km / Km 100 Beyond 10 Km Upto 20 Km / Km 101 Beyond 20 Km / Everyadditional Km 102 D ) Ec Bags1 Kms 103 2 Km 104 3 Km 105 4 Km 106 5 Km 107 Beyond 5 Km Upto 10 Km / Km 108 Beyond 10 Km Upto 20 Km / Km 109 Beyond 20 Km / Everyadditional Km 110 E ) Sand / Stone Aggregate 20 Mm Nominal Size Upto 1 Kms 111 2 Km 112 3 Km 113 4 Km 114 5 Km 115 Beyond 5 Km Upto 10 Km / Km 116 Beyond 10 Km Upto 20 Km / Km 117 Beyond 20 Km / Everyadditional Km 118 F ) Steel / Cementupto 1 Kms 119 2 Km 120 3 Km 121 4 Km 122 5 Km 123 Beyond 5 Km Upto 10 Km / Km 124 Beyond 10 Km Upto 20 Km / Km 125 Beyond 20 Km / Everyadditional Km 126 G ) Stone Aggregates 40 Mmupto 1 Kms 127 2 Km 128 3 Km 129 4 Km 130 5 Km 131 Beyond 5 Km Upto 10 Km / Km 132 Beyond 10 Km Upto 20 Km / Km 133 Beyond 20 Km / Everyadditional Km 134 Carriage Of Materials By Manual Labour Including Loading, Unloading And Stacking 135 A ) Earthfirst 50 Mtrs. 136 For Every Additional 50 Mtrs 137 B ) Cratesfirst 50 Mtrs. 138 For Every Additional 50 Mtrs 139 C ) Stones / Boulders First 50 Mtrs. 140 For Every Additional 50 Mtrs 141 D ) Ec Bags First 50 Mtrs. 142 For Every Additional 50 Mtrs 143 E ) Sand / Stone Aggregate 20 Mm Nominal Size First 50 Mtrs. 144 For Every Additional 50 Mtrs 145 F ) Stone Aggregates 40 Mm First 50 Mtrs. 146 For Every Additional 50 Mtrs 147 G ) Cement / Steelfirst 50 Mtrs. 148 For Every Additional 50 Mtrs

INR 1000 /-

INR 20000.0 /-

INR 10 Lakhs /-

Name of Work: Contract for Restoration, Repair & Maintenance of OFC Baramulla and its tributaries and allied Nallah on its Right side of Flood Control Sub-Division Baramulla for the year 2024-25.

Sl. No.	Item Description
1	Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil.
2	Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil
3	Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil
4	Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated Earth in layers not exceeding 20 cm in depth.
5	Deduct for not watering the excavated earth for banking.
6	Earth work in excavation by manual means in trenches for foundations, drains, pipes, Cables etc. (not exceeding 1.5 mtr. In width) and for shafts, wells, cesspits and the like not exceeding 10 sq mtr. On plan, including dressing of sides and ramming of bottoms lift upto 1.5 mtr. including getting out excavated earth and disposal of surplus excavated earth as directed, all kinds of soils.
7	lead upto 1 meter from Cutting edge
8	lead 25 meter beyond 1 meter from Cutting edge
9	Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil.
10	Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres, All kinds of soil.
11	Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil
12	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
13	Hand-packing stones in wire-crates; excluding cost of crates and stones
14	Dumping stone excluding cost of stones. In Horizontal on level
15	Supply of boulders ( Nallah) excluding carriage and head load.
16	Supply of boulders (Quarry) nominal size 225 excluding carriage and head load.
17	Supply of quarry stone for masonry work excluding carriage and head load.
18	Labour charges for Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags/Earth or Sand.
19	Filling & placing in piostion Mega Geo bags with infilled material including cost of sewing and strings, Mega geo bags & infilled material (Earth=70%, Sand=30%), Complete job
20	Labour charges for FillingGeo bags with sand/ earth; including cost of sewing and strings; including cost of bags, Complete job
21	Opening out old wire crates those and re-binding after filling.
22	Loading/Unloading sand/ earth filled EC bags in lorries; lead upto 50m.
23	Placing in dry
24	Placing in Water
25	Supply and Stacking of sand at site excluding carraige
26	Supply and Stacking of good earth at site excluding carraige
27	Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)
28	Quarry
29	Nallah
30	Dry random rubble masonry with hard stone in foundation and plinth:
31	Quarry
32	Nallah
33	Pointing of stone work with cement mortar 1:3 (01 cement: 03 fine sand) flush/ ruled pointing
34	Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
35	Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive.
36	Engagement of labour / Beldar, Mazdoor
37	Fitter
38	Mason
39	Carpenter/Black Smith
40	Hire charges of Tippers for disposal of unhygenic material/other depositions incl cost of fuel.
41	Hire charges of Tractors for disposal of unhygenic material/Other deposition incl. cost of fuel
42	Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
43	Beyond 30cm girth upto and including 60cm girth.
44	Beyond 60cm girth upto and including 120cm girth
45	Providing and Laying PVC Polythene of special quality
46	Cutting Saw Machine
47	Dismantling old protection work including cutting of crates and stacking of stones
48	Engagement of boat along with boatman during floods.
49	Hiring of dewatering pump incl fuel/operator charges
50	Engagement of vechile/Taxi for carrying staff to different sites during raids, Encroachment drives and flood like situations.
51	Supply of wire Crates 4""x4"" and 4 mm dia wire incl all carriages upto site of work
52	Making of Flexi Banners for awareness camps etc (As per analysis)
53	Providing of POL for Cutters Generators and other Machinery as per the requirement
54	Supply of Petrol
55	Supply of Diesel
56	Supply of M Oil
57	Steel Reinforcement for RCC work incl. strightening cutting, bending placing in position and binding all complete upto plinth level(Mild steel bars.
58	Structural steel work in single section, fixed with or without connecting plate incl. cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete.
59	Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
60	Riveted and bolted
61	Welded
62	Emergent Arrangement for Republic day/Independence day and other national events (items to be paid as per LMR and actual analysis)
63	Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like
64	Centering and shuttering including strutting, propping etc. and removal of form work for;
65	Foundations, footings, Bases for Columns
66	Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.
67	Suspended floors, roofs, landings, balconies, and access platforms.
68	Welding, including transportation of plant at site etc. complete job
69	By Gas Plant
70	By Electric Plant
71	P/F of chainlink fencing 2""x2"" mesh of RSWG 4mm black annealed wire of the following specifications and all carriages upto site of work. The chainlink fencing be made of 50x50x5 mm angle iron with 02 legs and 02 feet long. The chainlink fence must be fastened to the frame with 32mmx4mm MS plate on all sides. The Panel shall be coated with two coats of Red Oxide All carriages complete job(Panel to be lifted from Divisional store) Only carriage Labour charges and Red oxide and paint to be paid.
72	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with1:3:6(1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
73	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
74	Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
75	P/L damp proof coarse 40mm thick with cement conc. 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) and curing complete
76	Engagement of Hydrulic Excavator for Removal of fallen trees and other obstructions in rivers and Nallahs and other emergencies(To be carried out as per the directions of Engineer Incharge)
77	Carriage of materials by Mechanical Transport including loading, unloading and stacking
78	a) Earth upto 1 Km
79	2 km
80	3 Km
81	4 km
82	5 km
83	Beyond 5 Km upto 10 km /km
84	Beyond 10 Km upto 20 km /km
85	Beyond 20 km /everyadditional Km
86	b) Crates upto 1 km
87	2 km
88	3 Km
89	4 km
90	5 km
91	Beyond 5 Km upto 10 km /km
92	Beyond 10 Km upto 20 km /km
93	Beyond 20 km /everyadditional Km
94	c) Stone upto 1 km
95	2 km
96	3 Km
97	4 km
98	5 km
99	Beyond 5 Km upto 10 km /km
100	Beyond 10 Km upto 20 km /km
101	Beyond 20 km /everyadditional Km
102	d) EC bags 1 kms
103	2 km
104	3 Km
105	4 km
106	5 km
107	Beyond 5 Km upto 10 km /km
108	Beyond 10 Km upto 20 km /km
109	Beyond 20 km /everyadditional Km
110	e) Sand/ stone aggregate 20 mm nominal size upto 1 kms
111	2 km
112	3 Km
113	4 km
114	5 km
115	Beyond 5 Km upto 10 km /km
116	Beyond 10 Km upto 20 km /km
117	Beyond 20 km /everyadditional Km
118	f) Steel/ Cement upto 1 kms
119	2 km
120	3 Km
121	4 km
122	5 km
123	Beyond 5 Km upto 10 km /km
124	Beyond 10 Km upto 20 km /km
125	Beyond 20 km /everyadditional Km
126	g) Stone aggregates 40 mm upto 1 kms
127	2 km
128	3 Km
129	4 km
130	5 km
131	Beyond 5 Km upto 10 km /km
132	Beyond 10 Km upto 20 km /km
133	Beyond 20 km /everyadditional Km
134	Carriage of materials by Manual Labour including loading, unloading and stacking
135	a) Earth First 50 mtrs.
136	for every additional 50 mtrs
137	b) Crates First 50 mtrs.
138	for every additional 50 mtrs
139	C) Stones/ Boulders First 50 mtrs.
140	for every additional 50 mtrs
141	d)EC Bags First 50 mtrs.
142	for every additional 50 mtrs
143	e) Sand/ stone aggregate 20 mm nominal size First 50 mtrs.
144	for every additional 50 mtrs
145	f) Stone aggregates 40 mm First 50 mtrs.
146	for every additional 50 mtrs
147	g) Cement/Steel First 50 mtrs.
148	for every additional 50 mtrs