Providing flood protection work in right bank Chanour Khad RD 750 to 1300 to protect Industrial Area Chanour Distt. Kangra (HP).

Amount

Excavation in earth work upto all depths in all classification of soil such as spade work, jumper work including pick work, saturated soil including bailing of pumping out water, blasting soft/hard rock or chieseling soft/hard rocks where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed to correct grade including shorting, strutting, pplanking and dewatering wherever required, stacking the serviceable material/unserviceable material/soil separately and then disposing off all excavated earth upto all leads and lifts, disposed earth to be levelled and neatly dressed as per entire satisfaction of Engineer-in-charge.

Excavation in earth work in all kinds of soil and banking in 20cm layers including breaking clods, ramming/rolling and dressing ground for the purpose of making embankments or filling up ground depressions upto all leads and lifts for impervious earthern core as per satisfaction of 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 and banking in 20cm layers including breaking clods, ramming/rolling and dressing ground for the purpose of making embankments or filling up ground depressions upto all leads and lifts for impervious earthern core as per satisfaction of 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 foundation trenches etc. in earth work in all lifts including stacking the excavated soil in all leads and lifts and returning the stacked soil in 15 cm layers when required into plinths, sides of foundations etc consolidating each deposited layer by ramming and watering and then disposing off all surplus excavated soil as directed within all leads and lifts in all kinds of soils, including saturated soil comprising of pick work, jumper work, and blasting work both in soft and hard rock with chiselling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils etc. complete in all respect.

Earth work in excavation of foundation trenches etc. in earth work in all kinds of soil for structures (bridge work) complete including refilling trenches in 250mm layers, ramming and wtaering etc. and dressing the sides, bottom etc. including dewatering shoring, strutting complete in ordinary soil, in all depths including carriage of material with in all leads and lifts as per directions of Engineer-in-Charge.

Providing and laying geotextile fibre filter behing stone pitching and crated apron having thickness of not less than 2.50 (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 mtrs. in width complete i/c carriage of materials within all leads and lifts confirming to specifications as per terms and consition no. 21,22 & 23 and as per directions of the Engineer-in-Charge.

Wire crates made of G.I. Wire filled with boulders square cut faces against the wire (boulder filling to be measured and paid for seperatly) G.I wire 5mm thick corresponding SWG-8 15X15 cm mesh. In apron and sloping ptching including carriage of material within all leads and lifts as per directions of Engineer-in-Charge (the wire crates to be made of GI wire (5.00 mm) thick are hard wooven and double knotted/twisted.

Providing and laying of stone filling in apron of guide banks embanlment and toe wall in Wire crates made of G.I. Wire filled with boulders square cut faces against the wire (boulder filling to be measured and paid for seperatly). Including carriage of material within all leads and lifts as per directions of Engineer-in-Charge.

Providing and laying of stone patching on side slopes of guide bank and embankment in Wire crates made of G.I. Wire filled with boulders square cut faces against the wire (boulder filling to be measured and paid for seperatly). Including carriage of material within all leads and lifts as per directions of Engineer-in-Charge.

Providing and laying cement concrete 1:4:8 (one cement :Four sand :eight graded crushed stone aggregate 25mm nominal size)(Forty milimetre) and curing complete including cost of form work in foundation and plinth, and in breast and retaining walls including carriage of materials upto all leads and lifts.

Providing and laying cement concrete 1:3:6 (one cement :Three sand :eSix graded crushed stone aggregate 25mm nominal size)(Forty milimetre) and curing complete including cost of form work in foundation and plinth, and in breast and retaining walls including carriage of materials upto all leads and lifts.

Providing and laying cement concrete 1:2:4 (one cement :Two sand : Four graded crushed stone aggregate 20mm nominal size)(Forty milimetre) and curing complete including cost of form work and reinforcement for rerinforced concrete work in walls (any thickness but not less than 0.10 mtrs. thickness) including attached pilasters buttresses etc. including including carriage of materials upto all leads and lifts as per directions of Engineer-in-Charge.

Providing form work with steel plates (3.15mm) three point fifteen milimetre thick welded with angle iron in frame (30x30x5mm) ( Thirty x thirty x five milimetre) so as to give a fair finish including centering, shuttering, strutting and propping etc., with wooden battens and ballies, height of propping and centering below supporting floor to all heights, in:- (a). Vertical surfaces such as walls (any thickness) partitions and like i/c attached buttresses, pillasters, plith and string courses and the liike

(b).Flat surfaces such as soffits of suspended floors, roofs, landing and the like. ( i). Floors etc., upto 200mm( Two hundred milimetre) in thickness.

Providing and laying cement concrete 1:1.5:3 (One cement : one point five sand :Three graded crushed stone aggregate 20mm nominal size)( Twenty milimetre) and curing complete, mixing the material in mechanical mixture and compacting the concrete with viberator complete including cost of form work and reinforcement for reinforced concrete work including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge in suspended floors, roofs, landings and shelves and their support balconies, beams, girders, bressumers and cantilevers in all floor levels and in vertical walls of any thickness complete in all respect.

Providing mild steel/tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position complete in all floor levels (a). Tor steel. including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge. As per HPPWD specifications.

Providing and laying granular subgrade course including watering, ramming, consolidation and dressing commplete in all respect includuing carriage of material within all leads and lifts as per directions of Engineer-in-Charge.

Providing and fixing of PVC Weep hole 6.5 kg/sqm pressure complete in all respect including carriage of material in all lead and lift.

Providing and fixing upto any floor level pre-casted cement concrete shoulders/guide/anchor blocks in 1:2:4 (1cemen:2sand:4graded crushed stone agg. 20mm nominal size) and including the cost of moulds and curing complete with hoisting and setting in position in cement mortar as per direction and upto satisfaction of Engineer-in-Charge including carrigae of material within all leads and lifts.

Providing and laying cement concrete 1:4:8 (one cement :Four sand :Eight graded crushed stone aggregate 25mm nominal size)(Forty milimetre) and curing complete including cost of form work in foundation and plinth, and in breast and retaining walls including carriage of materials upto all leads and lifts.

Providing and laying of RCC pipe NP-3 on first class bedding of granular material in a single row i/c fixing collar with CC 1:2 and including joiting and testing complete in all respect. 900mm dia

BACHITTAR SINGH AND CO

gagan ohri

sanjeev kumar

rajat thakur govt contractor

SS CONSTRUCTION COMPANY

Ashwani Kumar Govt Contractor