Swan River Flood Management Project from Daulatpur bridge to Gagret bridge in Main Swan River and all tributaries joining main Swan River from Daulatpur bridge to Santokhgarh bridge in Distt. Una (HP) Phase-4th

Amount

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 including 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.(Spade Work). Part-A 18380 Cum & Part B 17064 Cum)

Excavation in earth work in all kinds of soil and banking in 20 cm layers i/c breaking clods, ramming/rolling and dressing ground for the purpose of making embankments or filling up ground depressions up to all leads lifts for impervious earthen 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).Part-A 0.00 Cum & Part B 27669.69 Cum)

Excavation in earth work in all kinds of soil & banking in 20 cm layers i/c breaking clods, ramming/rolling and 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)Part-A 0.00 Cum & Part B 30479.20 Cum)

Excavation in foundations, trenches etc.in earth work, in all lifts stacking the excavated soil not more than 3 mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths, sides of foundations etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts in all kind of soil such as pick work, jumper work, chieselling and in saturated soil etc. complete in all respect.(Part-A 0.00 Cum & Part B 30.09 Cum)

Earth work in excavation of foundation trenches in all kinds of soil for structures(Bridge works) complete including refilling trenches in 250mm layers, ramming and watering etc. and dressing of sides, bottom etc. including dewatering, shoring and strutting complete in ordinary soil, all depth including carriage of materials within all leads and lifts as per directions of the Engineer-in-charge.Part-A 0.00 Cum & Part B 327.09 Cum)

Providing and laying geotextile filter behind stone pitching and crated apron having thickness of not less than 2.50mm(two and half) and minimum weight 275 grams/ squaremeters(two hundred seventy five) 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 and lifts confirming to specifications as per terms and conditions No. 21,22 and 23.and as per directions of the Engineer-in-charge(Part-A 0.00 Sqm & Part B 40730.44 Sqm)

Providing Wire crates made of G.I wire filled with boulders with square cut faces against the wire(boulders filling to be measured and 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.and as per directions of the Engineer-in-charge( The wire crates to be made of GI wire(5.00mm )Thick are hand wooven and double knotted / twisted.(Part-A 247443.00 Sqm & Part B 95039.36 Sqm)

Providing and laying stone filling in apron of guide banks embankement and toe wall in wire crates made of G.I wire filled with boulders with squate cut faces against the wire(wire crates to be measured and paid for separately) i/c carriage of materials within all leads and lifts.and as per directions of the Engineer-in-charge (Part-A 49221.75 Cum & Part B 9807.27Cum)

Providing and laying stone pitching on side slopes of guide bank and embankment in wire crates made of GI wire filled 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 and lifts and as per directions of the Engineer-in-charge.(Part-A 0.00 Cum & Part B 4568.26 Cum)

Providing and laying cement concrete work 1 : 4 : 8 (1 cement : 4 sand : 8 water borne graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth including entire carriage of materials within all leads and lifts.and as per directions of the Engineer-in-charge (Part-A 0.00 Cum & Part B 128.37 Cum)

Providing and laying cement concrete 1:3:6(1 cement:3 sand :6 water born graded 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 directions of the Engineer-in-charge.(Part-A 0.00 Cum & Part B 19.60 Cum)

Providing and laying cement concrete 1:2:4(1 cement:2 sand :4 graded crushed 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 directions of the Engineer-in-charge.(Part-A 0.00 Cum & Part B 336.48 Cum)

Extra for laying cement concrete in or under water including cost of pumping or bailing out water and lowering slush etc. complete with in all leads and lifts as per directions of the Engineer-in-charge.(Part-A 0.00 Rmt & Part B 5.48 Rmt)

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 and 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 including attached pillasters, butteresses, plinth and string courses and the like including entire carriage of materials within all leads and lifts.and as per directions of the Engineer-in-charge (Part-A 0.00 Sqm & Part B 1079.57 Sqm)

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors etc. upto 200mm in thickness including carriage of materials within all leads and lifts as per directions of the Engineer-in-charge.(Part-A 0.00 Sqm & Part B12.58 Sqm)

Providing mild steel/tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level including carriage of materials within all leads and lifts as per directions of the Engineer-in-charge.(Part-A 0.00Kg & Part B 21512.36 Kg)

Providing and Laying granular subgrade course including watering, ramming,consolidating and dressing complete in all respect including entire carriage of materials within all leads and lifts. as per as entire satisfaction of the Engineer-in-charge.(Part-A 0.00 Cum & Part B 1590.86 Cum)

Providing & laying cement concrete work 1:1.5:3 (1cement: 1.5 sand : 3 graded stone aggregate 20mm nominal size) M-20 & curing complete as per entire satisfaction of the Engineer-in-charge.(Part-A 0.00 Cum & Part B 43.16 Cum)

Providing, Laying (to level for slopes) and jointing reinforced concrete light duty non-pressure pipes IS class NP2 of 900mm internal diameter duly ISI marked as per IS: 458-2003 with collars & butt ends prepared for collars joints in cement mortar 1:2 (1 cement :2 sand) including testing of joints complete in all respect including entire carriage of materials within all leads and lifts. as per entire satisfaction of the Engineer-in-charge.(Part-A 0.00 Rmt & (Part-B 97.50 Rmt.)

Providing and fixing up to any floor level pre-casted cement concrete shoulders/guide/ancor blocks in 1:2:4 (1cement:2 sand:4 graded stone aggregate 20mm nominal size) and including the cost of moulds and curing complete with hosting and setting in position in Cement Motor as per direction and upto stisfaction of the Engineer-in-charge including carriage of materials within all leads and lifts.(Part-A 0.00 Nos & Part B 8514 Nos)

National India Construction Co.