Providing Sewerage scheme to Bhota Town in Tehsil Barsar District Hamirpur HP

Amount

B-1 Main sewer Distribution lines

Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning the excavated soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled surfaces to its original condition and including cost of diversion of traffic, night signal, boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects as per the direction of Engineer-in-charge in all leads and lifts.

Laying, jointing and testing of Ductile iron spigot & socketed pipe with cement mortar lining on inneer pipe jointed with push o joint including cost of all kinds of fitting such as sockets, SBR gaskets and fixing complete. the pipe should e as per IS 8329-2000 class K-7 as per diamensions, weight and test pressure mentioed below in a random length of 4 to 7 mtrs within all leads and lifts and to the entire satisfactio of the Engineer-in-charge. (Earth work to be measuired and paid for separately).

Ductile iron pipe 150mm dia

Ductile iron pipe 250mm dia

Y joints 150mm dia

Y joints 250mm

Providing RCC spun vent shafts with cowl grouted in a pit 900mm x 90 mm x 1500 mm in CC (1:4:8) of 150 mm dia. RCC concrete pipe "p" clas ypto 3 mtr length

C/O of RCC manhole chamber of various depth complete and all other allied works.

Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning the excavated soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled surfaces to its original condition and including cost of diversion of traffic, night signal, boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects as per the direction of Engineer-in-charge in all leads and lifts.

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

Providing and laying cement concrete 1:1.5:3 work (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in base slab and walls in all respects as per the direction of Engineer-in-charge in all leads and lifts.

Providing mild steel/tor Steel reinforcement for R.C.C work including bending , binding and placing in position complete up to floor two level in all respects as per the direction of Engineer-in-charge in all leads and lifts.

15mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamfer and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:3 (1cement:3sand) in all leads and lifts.

Providing form work with steel plated 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 centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu-reinforced concrete and plain.

Vertical surfaces such as walls(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm kin thickness.

Providing 200 mm wide CI rungs with chequered or ribbed non slip surface i/c fixing in structure with 200 x 200 x 100 mm cement concrete 1:3:6 ( 1 cement :3 sand : 6 graded stone aggre 20 mm nominal size )

Proving & fixing pre-cast RCC ( SFRC) man hole cover with frames of size of 560 mm internal dia conforming to IS specification code -12592 Part I & II with latest ammendments of following classifications :

Extra Heavy Duty

Heavy Duty

House Connection

Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning the excavated soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled surfaces to its original condition and including cost of diversion of traffic, night signal, boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects as per the direction of Engineer-in-charge in all leads and lifts.

Laying in trenches centrifugal ductile spun iron socketed, spigot pipes of class K-7 complete in all respects i/c testing etc.

150 mm diameter

Y joints 150mm dia

Boulder filling dry hand packed in Plugging chamber for House connections

Construction of Flushing tank size 1.00X1.00X1.00 ( 4Nos)

Excavation in foundation and trenches etc. (in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft / hard rock, chiselling / wedging out of rock where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when reuired into plinth sides of foundation etc. consolidating each deposted layer by ramming and watering and then disposing of all surlus excavated earth as directed by the Engineer-in-charge in all leads and lifts.

Providing and laying cement concrete using 1:3:6 and curing complete excluding the cost of form work foundation and plinth in all leads and lifts as directed by the Engineer-in-charge in all leads and lifts

a) Providing and laying cement concreteusing 1:1.5:3 and curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :

Foundation, footing, bases of columns & the like & the mass concrete

Wall (any thickness, but not less than 0.10 m thickness) attached pilasters, buttresses, plinth & string course etc. from top of foundation level upto floor two level as directed by the Engineer-in-charge in all leads and lifts

Providing formwork with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering and propping etc. with wooden battans and ballies height of propping and centring below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu reinforced concrete and plain as directed by the Engineer-in-charge in all leads and lifts

Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillares buttresses, plinth & string courses and the like. as directed by the Engineer-in-charge in all leads and lifts

Flat surfaces such as directed by the Engineer-in-charge in all leads and lifts

Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1 cement : 3 Sand) complete in all respect within all leads & lifts. as directed by the Engineer-in-charge in all leads and lifts

Providing and laying cement concreteusing 1:1.5:3 and curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :Suspended floors, roofs, landings etc. as directed by the Engineer-in-charge in all leads and lifts

Providing Tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level as directed by the Engineer-in-charge in all leads and lifts

Laying GMS pipes conforming to IS 1239-1990 / 2004 (Part-1) screwed & socketed joints (Light grade ) excluing the cost of excavation in trenches

Scour Pipe 50 mm dia.

out let pipe 40 mm dia.

Providing & fixing CI sluice valve (with hand wheel) as per IS 780:1984 Class - I upto 300mm dia. i/c brass spindle & as per 2906 - 1984 Class II for diameter more than 300mm complete with bolts, nuts, rubber insertion etc. (The tail pieces if required shall be measured & paid seprately) complete in all respect with in all leads & lifts.

50 mm dia.

40 mm dia.

Stuti Builders

DISHA Water Treatments Pvt.ltd.