AR and MO Sewerage Scheme to Nagrota Town in Tehsil Nagrota Bagwan

Amount

Excavation in foundation and trenches (for pipes and pits) up to all depths and in all clasification of earth work such as pick Work, jumper work, chiselling or Wedging out of soft and hard rock where the blasting work is prohibited saturated soil including pumping or bailing out water in all lifts including trimming and dressng of sides, levelling of beds to correct grade including shoring strutting planking timbering and dewatering where ever required. Stacking usable and unusable matrial/soil separetaly and after laying, jointing and testing of pipes (for pipes, pipe duct, chambers, x-signs etc.) returning the usable soil in 15 cm layers by ramming and wetering and then desposing of all surlus excavated soil/un usable material as directed wirhin all leads/lifts includng restoration of unmetalled surfaces to its original conditionn and includng cost of divresion for traffic, night signal boards, fixing custion boards, crossing over tranches for access to houses, fencing etc. complete in all respect as per the direction and to be entire of Engineer-in-Charge within all leads and lifts. (Pick work & jumper work)

Laying, jointing and testing in trenches to be levelled to grade, centrifugal cement mortar lined ductile iron(spun) pressure pipes confirming to BIS 8923-2000 class K-7,suitable for tyton (push on joints) including bends of all degrees, tees, collars, tapers (if required) crosses, short pieces , tail pieces, plugs of required sizes i/c cutting pieces, chamfering where- ever required ( earth work in trenches and cost of joints to be measured and paid for separately ) including carriage with in all leads and lifts complete in all respects to the best satisfaction of the Engineer-in-Charge of the following nominal diameters 150mm dia.

Jointing with tyton( push on joints) DI pipe conforming to BIS 12820 latest addtion / amendments to ductile iron pipes and fittings i/c testing of the joints complete in all respects with in all leads and lifts as per directions and satisfaction of the Engineer-in-Charge (Tyton jonts /rubber gaskets SBR quality to be issued by Department free of cost) as per direction and satisfaction of Engineer-in-Charge-complete in all respect with in all leads and lifts. (150mm dia.)

Construction of circular manhole chambers and flushing tank in RCC concrete work 1:1½:3(1cement:1½ sand:3 graded stone aggregate 20mm/40mm nominal size) from 1.00 meters to 4.70 meters and making necessary channels in cement concrete work 1:2:4 (1cement:2sand: 4graded stone aggregate finished with floating coat of neat cement providing placing and fixing of frame or manhole covers on the top ring beam of man hole chamber and providing fixing C.I. rungs on inner side wall of chamber complete in all respect within all leads and lifts detail is as under:-

P/L cement concrete 1:4:8(1:cement :4 sand:8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth as per direction and satisfaction of Engineer-in-Charge.complete in all respect with in all leads and lifts.

P/L cement concrete work 1:1½:3(1cement:1½ sand:3 graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work in reinforcement for reinforced concrete work including carriage of material with in all leads and lifts as per the direction of Engineer-In-Charge.

In walls any thickness (but not less than 0.10mm thickness) including attached buttersses pillaster plinth and string courses etc. from top of foundation level upto floor two level as per the direction of Engineer-In-Charge with in all leads and Lifts.

Suspended floor roofs,landings, shelves and their supports balconies, beams girders bressumers and centilevers upto floor two level i/c carriage of material within all leads and lifts.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring,shuttering, strutting and proping etc. with battens and ballies height of propping and centring below supporting floor to ceiling not exceedng 4 mtrs and removal of the same for in-situ reinforced concrete and plain concrete work in :-

Flat surfaces such as soffits and suspended floors, roofs, landing and the like floors etc. upto 200mm in thickness as per direction and satisfaction of Engineer-in-Charge complete in alll respect.

In walls any thickness (but not less than 0.10mm thickness) including attached buttersses pillaster plinth and string courses etc. from top of foundation level upto floor two level as per the direction of Engineer-In-Charge with in all leads and Lifts.

Providing and 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 :-

Foundations, footings bases of columns and the like and mass concrete complete in all respect as per direction and to the entire satisfaction of Engineer- in- charge up to leads and lifts.

Providing and Laying Mild steel/tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level (tor steel) as per direction and satisfaction of Engineer-in-Charge complete in alll respect with in all leads and lifts.

Providing & fixing 200mm wide CI rungs with chequred non ribbed slip surface including fixing in cement concrete in all respect in manhole chamber, flushing taqnk etc. as per direction and satisfaction of Engineer-in-Charge complete in alll respect with in all leads and lifts.

Providing & fixing of precast RCC (SFRC) manhole cover with frame conforming to IS specifications Code- 12592 Part-I & II with latest amendment (H. duty) as per direction and satisfaction of Engineer-in-Charge complete in alll respect with in all leads and lifts.

KULBINDER SINGH GOVT CONTRACTOR (BID ID -601241)

parveen kumar (BID ID -601531)