C o FIS Khandip Nallah Sumnam, Tandi Marbal etc in GP Tandi Distt. Lahual Spiti

Amount

Cutting in earth work in all kind of soil such as pick work, jumber work, blasting work in soft / hard rock or chiselling /wedging out soft / hard rock where blasting is prohibited and disposal of all surplus excavated earth in all lead & lifts complete as per the direction of Engineer-in charge.

P/J Work )50% each)

Chesilling work

Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of earth work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft / hard rock or chiselling /wedging out of soft/hard rock , where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material/soil seperataly and after laying, jointing and testing of pipes, returning the usable soil in 15cm layers for back filling including consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.

Providing & Laying cement concrete 1:2:4 ( 1 cement : 2 sand : 4graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all respects within all leads and lifts as per direction of the Engineer-in-charge.

Providing and laying cement concrete 1:3:6(1cement:3 sand:6 graded stone agg.40mm nominal size)and curing complete excluding cost of form work in foundation and plinth in all leads and lifts as per direction of the Engineer-in-charge.

Providing and laying cement concrete 1:3:6(1cement:3 sand:6 graded stone agg.40mm nominal size)and curing complete excluding cost of form work in foundation and plinth in all leads and lifts as per direction of the Engineer-in-charge.

Foundation & plinth

Wall (any thickness but not less than 0.10 metre thickness) including attached pillasters , buttresses, plinth and string couses etc. from top of foundation upto floor two level.

P/F MS Grating made up of ISA 65x65x6 mm & having MS Flat 40x10 mm welded @ 50 mm clear spacing complete in all respects.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring,shuttering ,strutting and propping etc.with wooden battens and ballies height of propping and centring below supporting floor to ceiling in all heights and removal of the same for in situ reinforced concrete and plain concrete work in:-

Flat surfaces such as soffits of suspended floors,roofs,landings and the like floors etc.upto 200mm in thickness in all leads and lifts.

vertical surface such as walls (any thickness ) partitions and the like including attached pillasters buttress , plinth and string courses and the like with in all leads and lifts as per the direction of Engineer-in- charge.

Suspended Floor roofs, landing and shelves and their support balconies,beams,girders,bressumers and cantilever upto floor twolevel l i/c MH cover slab.

Providing and RCC work smooth finihing of the exposed with cement mortor 1:3 (1 cement :3 sand) in all leads and lifts as per direction of the Engineer-in-charge.

P/F MS Gate of size 600mm wide fo controlling flow in the channels with leak proof sealing of approved make, including embeddment in in-situ concrete complete in all respects.

Providing tor steel reinforcement for RCC work including bending,binding and placing in position compete upto floor two level including cost of binding wire in all leads and lifts as per direction of the Engineer-in-charge.

Excavation in drains and channesl etc. in earth work including dressing of sides and beds and disposing of excavated earth upto 20 mtr and lift up 1.5 mtr disposed earth to be levelled and neatly dressed with in all leads and lifts as per direction of Engineer-in-charge in chiselling in rock.

Providing Cement Concrete lining of 15 cm thick or less for the Irrigation channel using cement concrete 1:1:2 (1 cement : 1 Sand : 2 graded stone aggregate 20mm nominal size ) M25 design Mix within all lead and lift as per the direction of Engineer in charge in RCC work.

Hand mixed concrete lining is the bed cement concrete 1:1:2 (20mm nominal size) foundation & plinth.

Hand mixed concrete i.e. steel shuttering on side slopes laying and fnishing concrete on slopes surface complete. lining in the bed.

Extra allowances for form work in concrete linning on side slopes within all leads and lifts complete as per direction of Engineer-in-Charge.

Providing & Laying cement concrete 1:1.5: 3 ( 1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size) and curing complete i/c cost of form work & reinforcement for reinforced concrete work in lintel beams Girders bressumers and cantiliver upto floor two level with in all leads and lifts:as per direction of the Engineer-in-charge.

Steel work welded in built up sections such as trusses and frames etc including cutting ,hoisting fixing in position and applying a priming coat of red lead paint complete with in all leads and lifts as per direction of Engineer-in-Charge.

Providing and laying in trenches GMS/MS Tubes (M class) tube fitting (Earth work in treanch to be measured & paid separatly) in all leads and lifts as per direction of the Engineer-in-charge.

Scour pipe 150mm

Providing and fixing C.I D/F Sluice Valves of Leader/Kirloskar make, conforming IS: 14846 with drop forged stainless steel spindle with G.M. working parts PN 1.6 ISI mark as per the direction of Engineer-in-charge.

150 mm dia.

Providing, Laying , jointing and commissioning of HDPE (High density polyethlene pipe) of following diametre and class confirming to IS 4984 2016 (latest) with fusion welding process including all necessary fitting and bends in all leads and lifts to the entire satisfaction of Engineer-in- charge ( Earth work in trenches to be measured & paid for separately)

From RD 0 to RD 5470, 355mm OD Grade PE-80 , pressure rating PN-12.5

Providing & laying cement concrete 1:4:8(1cement :4sand : 8graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.

Providing & Laying cement concrete 1:1.5: 3 ( 1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size) and curing complete i/c cost of form work & reinforcement for reinforced concrete work in:

Foundation & Plinth complete footing, bases of columns & mass concrete complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.

Providing and laying in treachs GMS/MS Tubes (M class) tube fitting (Earth work in treanch to be measured & paid separatly) in all leads and lifts as per direction of the Engineer-in-charge.

For Scour pipe 150mm dia

Providing Laying in 10Kg cm2 working pressue trenches HDPE pipe conforming to (IS4884-2016) complete with special flange compression type fitting ( Earth work in trenches to be measured & paid for separately) to in all leads and lifts as per direction of the Engineer-in- charge

200 mm dia PE 80 PN-6

Providing & Laying cement concrete 1:1.5: 3 ( 1 cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size) and curing complete i/c cost of form work & reinforcement for reinforced concrete work in:-

Foundation, footing, bases of columns & mass concrete complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.

Wall (any thickness but not less than 0.10 metre thickness) including attached pillasters , buttresses, plinth and string courses etc. from top of foundation upto floor two level with in all leads and lifts as per direction of Engineer-in-Charge.

Suspended Floor roofs, landing and shelves and their support balconies,beams,girders,bressumers and cantilever upto floor twolevel l i/c MH cover slab.

Providing and laying cement concrete 1:6:12(1cement:6 sand:12 graded stone agg.40mm nominal size)and curing complete excluding cost of form work in foundation and plinth in all leads and lifts as per direction of the Engineer-in-charge.

Random rubble masonary/Polygonal rubble masonary (coursed or brought to courses with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 in cement mortar 1:6complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.

Construction of dry rubble masonry in breast wall, retaining wall, revetment walls and parapet etc. in all leads and lifts as per direction of the Engineer-in-charge.

Providing form work with steel plates 3.15mm thick planking so as to give a rough finish including shuttring centering, shuttring and propping height of prooping and centring below supporting floor to ceilling not exceeding 4 mtrs and removal of same for- situ reinforced nconcrete and plain conccrete work in lintels beams etc. including all leads & lifts:-

Edge wall of slab

Laying , jointing & testing in trenches (to be leveled to grades ), galvanised MSERW pipe having nominal dia. and thicjness as specified below conforming to IS 3589-1991(or latest adition with upto date ammendment) steel grade Fe 330, suitable to with stand hydraulic test pressure as per relevant code, in random lenth of 4-7 mt with bevelled ends and jointing the pipe with bitt welding at both ends as per requirments of IS-B16-1969 (Latest adition) with electrodes as per IS -814-1991(Welding to be done in at least two layer to make the joint leak prood) including fabrication , laying , jointing of redocers/tapers, short pieces etc. from the parent tube as per the direction of Engineer-in -charge. the pipe shall be Zink coated in factory as per IS 4736-1986 and the damaged portion of galvanization due to welding and the specials fabricated shall be coated followed by flooding coat of hot bitumen approx 3/32'' thick and hassion cloth warpping on out C-203. The laying of pipe shoud confirm to IS-10221-1982/AWWA specifications C-203. The laying of pipe should confirm to IS-5822-1994 and CPHEEO Manual on water supply and treatment and shall including all operations such as cutting , welding , jointing including fishing , cleaning and hydraulic testing complete in all respect to the entire satisfation of Engineer-in - Charge, The pipe line shall be measured in steaight portion excluding the length of bends, which shall be measured and paid separately). and lifts as per direction of the Engineer-in- charge

i) From RD 5470 to RD 6470 , for MSERW pipe 250mm dia. thickness 4mm thick

Providing & fixing SFRC Manhole cover with frame having frame size of 560mm internal dia. should not be less than 100 Kg including all lead and lifts as per the direction of Engineer in Charge.

Providing and fixing C.I D/F Sluice Valves of Leader/Kirloskar make, conforming IS: 14846 with drop forged stainless steel spinde with G.M. working parts PN 1.6 ISI mark as per the direction of Engineer-in-charge. (200mm dia)

Providing, welding & fixing of MS Flange with HDPE pipe (with suitable stubs, welded with HDPE Pipe) at suitable reaches conforming to table 5 dia, 355mm material gradeand pressure rating & its jointing with fussion welding nut, bolts of required size & 3mm thick compressred asbestos BIS codes complete flange joints with in all lead & lifts

Providing, welding & fixing of MS Flange with HDPE pipe at suitable reaches conforming to table 5 dia, 250mm material gradeand pressure rating & its jointing with fussion welding nut, bolts of required size & 3mm thick compressred asbestos BIS codes complete flange joints with in all lead & lifts.

Providing , welding & fixing of MS flange with HDPE tee at suitable reaches conforming to table 5 dia. 355 mm equal size material grade and pressure rating & its jointing with fussion welding nut, bolts of required size & 3mm thick compressred asbestos fibre gasket conforming to relevent BIS codes complete flange joints with in all lead & lifts

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) within all leads and lifts and as per the direction of the Engineer-in-Charge.

Wire crate made of 5mm dia G..I wire filled with boulders with square cut faces against the wire( Boulder filling to be measured and paid for separately) GI wire 5mm thick, 15cm x 15cm.mesh within all leads and lifts and as per the direction and satisfaction of the Engineer-in-Charge)

Stone apron of GI wire filled with boulders with square cut faces against the wire( Wire crates to be measured and paid for separately) within all leads and lifts and as per the direction of the Engineer-in-Charge.

Stone Apron made of 5mm dia GI wire filled with boulders with square cut faces against the wire( Wire crates to be measured and paid for separately) within all leads and lifts and as per the direction of the Engineer-in-Charge.

Himshakthi Power Pvt. Ltd.

HARJEET SINGH

R.G. INDUSTRIES