Providing Flood Protection/Chanalization Of Seer Khad From Barchwar To Jahu Bridge In Tehsil Sarkaghat Distt . Mandi Hp Co Earthen Embankment Co Toe Wall On Left Bank Of Seer Khad Including Crated Apron , Stone Pitching Etc At Rds 2550-2880 5100, Bachawar-Himachal Pradesh

Providing Flood Protection/Chanalization Of Seer Khad From Barchwar To Jahu Bridge In Tehsil Sarkaghat Distt . Mandi Hp Co Earthen Embankment Co Toe Wall On Left Bank Of Seer Khad Including Crated Apron , Stone Pitching Etc At Rds 2550-2880 5100-760010980-11220 Total Length 3070 Mtrs . Co Spur Of Length 7 Mtr Long At Rd 2940 Co Spur Of Length 10 Mtr Long At Rd 41 , Excavation In Earth Work Upto All Depths In All Classifications Of Soil Such As Spade Work , Jumper Work , I/C Pick Work Saturated Soil Including Bailing Of Pumping Out Water , Blasting , Soft/Hard Rock Or Chiselling Soft/Hard Rocks Where Blasting Is Prohibitted In All Lifts I/C Triming And Dressing Of Sides , Levelling Of Beds To Correct Grade I/C Shorting , Strutting , Plankings , Timbering And Dewatering Wherever Required , Stacking The Serviceable/ Unserviceable Material/Soil Separately And Then Disposing Of All Excavated Earth Upto All Leads And Lifts , Disposed Earth To Be Levelled And Neatly Dressed As Per Entire Satisfactions Of The Engineer-In-Charge . ( Pick Work ) . , Earth Work In Excavation Of Foundation Trenches In All Kinds Of Soil For Tructures ( Bridge Works ) Complete Including Refilling Trenches In 250Mm Layers , Ramming And Watering Etc . & Dressing Of Sides , Bottom Etc . Including Dewatering , Shoring & Strutting Complete In Ordinary Soil , All Depth Including Carriage Of Materials Within All Leads & Lifts As Per Instructions Of The Engineer-In-Charge . , Excavation In Earth Work In All Kinds Of Soil & Banking In 20 Cm Layers I/C Breaking Clods , Ramming/Rolling & Dressing Ground For The Purpose Of Making Embankments Or Filling Up Ground Depressions Up To All Leads Lifts For Impervious Core As Per Satisfactions Of The Engineer-In-Charge . ( The Earth Work Should Be Of Approved Parameter From Borrow Area For Filling In Embankment And Laid As Per Specifications ) . ( Good Earth ) . , Excavation In Earth Work In All Kinds Of Soil & Banking In 20 Cm Layers I/C Breaking Clods , Ramming/Rolling & Dressing Ground For The Purpose Of Making Embankments Or Filling Up Ground Depressions Up To All Leads Lifts For Pervious Shells As Per Satisfactions Of The Engineer-In-Charge . ( The Earth Work Should Be Of Approved Parameter From Borrow Area For Filling In Embankment And Laid As Per Specifications ) . ( Local Earth ) . , Excavation In Earth Work And Disposing Of Excavated Earth Upto All Leads And Lifts Disposed Earth To Be Levelled And Neatly Dressed In Pick Work As Per Entire Satisfactions Of The Engineer - In - Charge . ( Pick Work ) , Providing And Laying Geotextile Filter Behind Stone Pitching And Crated Apron Having Thickness Of Not Less Than 2 . 00Mm ( Two ) Conforming To Is-13162 ( Part-3 ) -1992 & Minimum Weight 250 Grams/ Square Meters ( Two Hundred Fifty ) ( Conforming To Astm D-5261-1992 ) In Minimum Width 4 Mtr . I/C Lap Folding And Jointing Etc . Not Less Than 4 . 00 Mtr . In Width Complete I/C Carriage Of Materials Within All Leads & Lifts , Wire Crates Made Of G . I Wire Filled With Boulders With Square Cut Faces Against The Wire ( Boulders Filling To Be Measured & Paid For Separately ) With G . I Wire 5 . 00 Mm Thick Corresponding To ( Swg-6 ) Of 15X15cm Mesh In Apron And Sloping Pitching Including Carriage Of Materials Within All Leads And Lifts . , Providing & Laying 15 Cm Thick Sand Layer On Top & Bottom Of Geofabric Filter To Protect It , Including Carriage Of Materials Within All Leads & Lifts , Providing & Laying Stone Filling In Apron Of Guide Banks Embankement In Wire Crates Made Of G . I Wire Filled With Boulders With Square Cut Faces Against The Wire ( Wire Crates To Be Measured And Paid For Separately ) I/C Carriage Of Materials Within All Leads And Lifts . , Providing & Laying Stone Pitching On Side Slopes Of Guide Bank & Toe Wall Protection Work With Boulders With Square Cut Faces Against The Wire ( Wire Crates To Be Measured And Paid For Separately ) . Including Entire Carriage Of Material Within All Leads & Lifts And As Per Directions Of The Engineer-In-Charge . , Providing & Laying Stone Filling In Layers In Toe Wall Of Guide Banks Embankment And Protection Work In Wire Crates Made Of G . I Wire Filled With Boulders With Square Cut Faces Against The Wire ( Wire Crates To Be Measured And Paid For Separately ) Including Carriage Of Materials Within All Leads & Lifts . , Providing & Laying Stone Filling In Layers In Cross Gabion Structures In Wire Crates Made Of G . I Wire Filled With Boulders With Square Cut Faces Against The Wire ( Wire Crates To Be Measured And Paid For Separately ) Including Carriage Of Materials Within All Leads & Lifts . , Providing & Fixing 8 Mm Ms Bars Tied To The Crate Boxex Along The Corners Of Crates , Providing & Laying Cement Concrete Work 1 : 4 : 8 ( 1 Cement : 4 Sand : 8 Water Borne Stone Aggregate 40Mm Nominal Size ) & Curing Complete Excluding The Cost Of Form Work In Foundation And Plinth Including Entire Carriage Of Materials Within All Leads And Lifts . , Providing & Laying Cement Concrete 1:3:6 ( 1 Cement:3 Sand :6 Water Borne Stone Aggregate 20Mm Nominal Size ) And Curing Complete Excluding The Cost Of Form Work In Foundation And Plinth Including Carriage Of Materials Within All Leads And Lifts As Per Instructions Of The Engineer-In-Charge . , Providing & Laying Cement Concrete 1:2:4 ( 1 Cement:2 Sand :4 Graded Stone Aggregate 20Mm Nominal Size ) And Curing Complete Excluding The Cost Of Form Work And Reinforcement For Reinforced Concrete Work In Walls ( Any Thickness But Not Less Than 0 . 10Mtrs . Thickness ) Including Attached Pilasters Buttresses Etc . Including Carriage Of Materials Within All Leads And Lifts As Per Instructions Of The Engineer-In-Charge . , Providing Form Work With Steel Plates 3 . 15Mm Thick Welded With Angle Iron In Frame 30 X 30 X 5Mm So As To Give A Fair Finish Including Centring , Shuttering , Strutting & Propping Etc . Wood Battens And Ballies , Height Of Propping And Centring Below Supporting Floor To Ceiling Not Exceeding 4 Mtrs . And Removal Of The Same For Insitu-Reinforced Concrete And Plain Concrete Work In : , Vertical Surfaces Such As Walls ( Any Thickness ) Partitions And The Like I/C Attached Pillasters , Butteresses , Plinth And String Courses And The Like I/C Entire Carriage Of Materials Within All Leads And Lifts . , Providing Mild Steel/Tor Steel Reinforcement For Rcc Work I/C Bending , Binding And Placing In Position Complete Upto Floor Two Level Including Carriage Of Materials Within All Leads And Lifts As Per Instructions Of The Engineer-In-Charge . , Providing , Laying ( To Level For Slopes ) And Jointing Reinforced Concrete Light Duty Non-Pressure Pipes Is Is Class Np2 Of 900Mm Diametre Internal Dia Meter With Collars & Butt Ends Prepared For Collars Joints In Cement Mortar 1:2 ( 1 Cement :2 Sand ) Including Testing Of Joints Complete I/C Entire Carriage Of Materials Within All Leads And Lifts . , Supplying Of Light Motor Vehicle Boloero Camper With All Respect .

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	21-Dec-2020	Correction	Other	11-01-2021
2	08-Jan-2021	Corrigendum	Other	11-01-2021

INR 2500 /-

INR 2961426.0 /-

Refer document

Name of Work:- Providing flood Protection/Chanalization of Seer Khad from Barchwar to Jahu bridge in Tehsil Sarkaghat Distt. Mandi (HP) Sub Head :- C/O Earthen embankment & C/O Toe wall on on Left Bank of Seer Khad including crated apron, stone pitching etc. at RD's. 2550-2880,5100-7600,10980-11220 ) Total length=3070 mtrs. ,C/O Spur of Length 7 mtr Long at RD 2940), C/O Spur of Length 10 mtr Long at RD 4140) ,,C/O Anti erosion /Cross gabion structure. At RD,s. 7000,8000 and C/O 14 Nos RCC Pipe cross drainage structure various RD's.,, (LEFT BANK IN SARKAGHAT CONTITUENCY)
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Excavation in earth work upto all depths in all classifications of soil such as spade work, jumper work, i/c pick work saturated soil including bailing of pumping out water, blasting, soft/hard rock or chiselling soft/hard rocks where blasting is prohibitted in all lifts i/c triming and dressing of sides, levelling of beds to correct grade i/c shorting,strutting, plankings, timbering and dewatering wherever required, stacking the serviceable/ unserviceable material/soil separately and then disposing of all excavated earth upto all leads and lifts, disposed earth to be levelled and neatly dressed as per entire satisfactions of the Engineer-in-charge.(Pick Work).	BI01010001010000000000000515BI0100001113	16641.6	Cum.
2	2	Earth work in excavation of foundation trenches in all kinds of soil for tructures(Bridge works) complete including refilling trenches in 250mm layers, ramming and watering etc. & dressing of sides, bottom etc. including dewatering, shoring & strutting complete in ordinary soil, all depth including carriage of materials within all leads & lifts as per instructions of the Engineer-in-charge.	BI01010001010000000000000515BI0100001114	353.78	Cum.
3	3	Excavation in earth work in all kinds of soil & banking in 20 cm layers i/c breaking clods, ramming/rolling & dressing ground for the purpose of making embankments or filling up ground depressions up to all leads lifts for impervious core as per satisfactions of the Engineer-in-charge.(The earth work should be of approved parameter from borrow area for filling in embankment and laid as per specifications).(Good earth).	BI01010001010000000000000515BI0100001115	50407.9	Cum.
4	4	Excavation in earth work in all kinds of soil & banking in 20 cm layers i/c breaking clods, ramming/rolling & dressing ground for the purpose of making embankments or filling up ground depressions up to all leads lifts for pervious shells as per satisfactions of the Engineer-in-charge.(The earth work should be of approved parameter from borrow area for filling in embankment and laid as per specifications). (Local earth).	BI01010001010000000000000515BI0100001116	63928.7	Cum.
5	5	Excavation in earth work and disposing of excavated earth upto all leads and lifts disposed earth to be levelled and neatly dressed in pick work as per entire satisfactions of the Engineer - in - charge.(Pick work)	BI01010001010000000000000515BI0100001117	3510.1	Cum.
6	6	Providing and laying geotextile filter behind stone pitching and crated apron having thickness of not less than 2.00mm(two) conforming to IS-13162 (Part-3)-1992 & minimum weight 250 grams/ square meters(two hundred Fifty) (conforming to ASTM D-5261-1992) in minimum width 4 mtr. i/c lap folding and jointing etc. not less than 4.00 mtr. in width complete i/c carriage of materials within all leads & lifts	BI01010001010000000000000515BI0100001118	47237	Sqmt.
7	7	Wire crates made of G.I wire filled with boulders with square cut faces against the wire(boulders filling to be measured & paid for separately) with G.I wire 5.00 mm thick corresponding to(SWG-6)of 15x15cm mesh in apron and sloping pitching including carriage of materials within all leads and lifts.	BI01010001010000000000000515BI0100001119	214503	Sqmt.
8	8	Providing & Laying 15 cm thick sand layer on top & bottom of geofabric filter to protect it , including carriage of materials within all leads & lifts	BI01010001010000000000000515BI0100001120	12065	Cum.
9	9	Providing & laying stone filling in apron of guide banks embankement in wire crates made of G.I wire filled with boulders with square cut faces against the wire(wire crates to be measured and paid for separately) i/c carriage of materials within all leads and lifts.	BI01010001010000000000000515BI0100001121	11025.5	Cum.
10	10	Providing & laying stone pitching on side slopes of guide bank & toe wall protection work with boulders with square cut faces against the wire(wire crates to be measured and paid for separately).including entire carriage of material within all leads & lifts and as per directions of the Engineer-in-charge.	BI01010001010000000000000515BI0100001122	15812.1	Cum.
11	11	Providing & laying stone filling in layers in Toe wall of guide banks embankment and protection work in wire crates made of G.I wire filled with boulders with square cut faces against the wire(wire crates to be measured and paid for separately) including carriage of materials within all leads & lifts.	BI01010001010000000000000515BI0100001123	3052.3	Cum.
12	12	Providing & laying stone filling in layers in cross gabion structures in wire crates made of G.I wire filled with boulders with square cut faces against the wire(wire crates to be measured and paid for separately) including carriage of materials within all leads & lifts.	BI01010001010000000000000515BI0100001124	440	Cum
13	13	Providing & Fixing 8 mm MS bars tied to the crate boxex along the corners of crates	BI01010001010000000000000515BI0100001125	95.04	Kg.
14	14	Providing & laying cement concrete work 1 : 4 : 8 (1 cement : 4 sand : 8 water borne stone aggregate 40mm nominal size)& curing complete excluding the cost of form work in foundation and plinth including entire carriage of materials within all leads and lifts.	BI01010001010000000000000515BI0100001126	359.38	Cum
15	15	Providing & laying cement concrete 1:3:6(1 cement:3 sand :6 water borne stone aggregate 20mm nominal size) and curing complete excluding the cost of form work in foundation and plinth including carriage of materials within all leads and lifts as per instructions of the Engineer-in-charge.	BI01010001010000000000000515BI0100001127	24.5	Cum
16	16	Providing & laying cement concrete 1:2:4(1 cement:2 sand :4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in walls (any thickness but not less than 0.10mtrs. Thickness) including attached pilasters buttresses etc. including carriage of materials within all leads and lifts as per instructions of the Engineer-in-charge.	BI01010001010000000000000515BI0100001128	437	Cum
17	17	Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering, strutting & propping etc. wood battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu-reinforced concrete and plain concrete work in :	BI01010001010000000000000515BI0100001129
18	17.01	Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasters, butteresses, plinth and string courses and the like i/c entire carriage of materials within all leads and lifts.	BI01010001010000000000000515BI0100001130	1327.2	Sqm
19	18	Providing mild steel/tor steel reinforcement for RCC work i/c bending, binding and placing in position complete upto floor two level including carriage of materials within all leads and lifts as per instructions of the Engineer-in-charge.	BI01010001010000000000000515BI0100001131	17496.6	Kg
20	19	Providing, Laying (to level for slopes) and jointing reinforced concrete light duty non-pressure pipes is IS class NP2 of 900mm diametre internal dia meter with collars & butt ends prepared for collars joints in cement mortar 1:2 (1 cement :2 sand) including testing of joints complete i/c entire carriage of materials within all leads and lifts.	BI01010001010000000000000515BI0100001132	420	Rmt
21	20	Supplying of light motor vehicle boloero Camper with all respect.	BI01010001010000000000000515BI0100001133	1	No