Providing CAD facility to LIS Manlog Kalan in Tehsil Nalagarh District Solan HP Sub Head Providing and fixing 14 Nos Precast out let and laying jointing and testing of HDPE pipe in distribution system Under HIMCAD

Amount

Excavation in foundation trenches etc. in all kinds of soil such as pick work,jumper work blasting work in soft or hard rook or by cum chiselling soft/ hard rock where blasting is prchibited in all leads and lif-ts including trimming and dewatering where ever required dressing of sides and bed stacking the excavated soil clear from the edge of excavaton and then returning the excavated soil after completion of work in 15cm layers when required into plinths, side of foundation etc. Consolidating each deposited layers by remming and watering and then disposing of all surplus excavated earth as direction within a lead of 20 mtrs. pick jumper work 50% each as per direction and to the entire satisfaction of Engineer-in-Charge upto all lead and lifts.

Providing and laying cement concrete 1:4:8 (1 cement :4 sand :8 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work and cement in foundation and plinth in all lead and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Providing and laying cement concrete of design mix M-20 with graded stone aggregate 20 mm nominal size and curing complete including the cost of getting mix designed from Govt/ semi Govt./ Govt. recognised Institute/ lab etc but excluding cost of form work , Cement and reinforcemnt for reinforced concrete work complete all respect with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge .

Providing and laying Precast slab in nominal cement concrete of design mix M-25 with graded stone aggregate 20 mm nominal size and curing complete including the cost of getting mix designed from Govt/ semi Govt./ Govt. recognised Institute/ lab etc but excluding cost of form work, cement and reinforcemnt for reinforced concrete work complete all respect with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge .

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,struting and propping etc with wooden 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 and plain concrete work in :-

Vertical surfaces such as wall(Any thickness) partitions and the like i/c attached pillasters, buttresses,plinth and string courses and the like including carriage of material in all leads & lifts.

Boulder filling at bottom of 350 mm dia Hydrant Chamber.

Providing and fixing fitting accessories as under complete in all respect as per the direction of Engineer in Charge.

90 mm dia HDPE pipe PE 80 of pressure PN-4.00.

90 mm dia HDPE pipe end PE 80 of pressure PN-6.00

90 mm dia HDPE pipe bends of 90 degree PE 80 of pressure PN-6.00

90 mm dia HDPE pipe QC pump connector PE 80 of pressure PN-6.00

Placing of Tor steel reinforcement for RCC work including bending binding and placing in position including wire upto all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing & fixing in position RCC pipe of following dia, class & length for outlets.

RCC pipe of 900 mm dia NP-2

RCC pipe of 350 mm dia NP-2

Providing and fixing 80 mm dia control/ sluice valve PN-1 of Kirloskar/ Leader make as per direction and to the entire satisfaction of the Engineer-in Charge.

Steel work welded in built up sections,trusses and framed work,including cutting ,hoisting ,fixing in position and applying a priming coat of red lead paint In gratings framed guard bars,ladders,railling,brackets and similar works complete in all respect including entire carriage of materials within all leads and lifts as per the direction of the Enginner-in-Charge.

Distribution System.

Excavation in drain and channels etc. earth work for pipes upto all depths in all classification of earthwork such as pick work, jumper work, saturated soil including bailing or pumping out water, blasting soft/hard rock or chiseling soft/hard rock where blasting is probihited in all lifts including jungle clearence wherever required, trimming & dressing of sides, levelling of beds to correct grade including shoring/struting, planking , timbering & dewatering wherever required stacking the useable/unuseable material/soil seperately & after laying, jointing & testing of pipes, returning the useable soil in trenches in 15cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated soil/ unuseable material as directed with in all leads & lifts including restoration of un-metalled surfaces to its original condition & including cost of diversion for traffic, right signals, fixing caution boards, crossing over trenches for acess to houses, fencing etc. complete in all respect with in all leads and lifts and as per direction of the Engineer-in-charge at site of work.

Laying, jointing, testing and commissioning of heigh density polythene pipe for use for buried water main and services and for water supply above ground , both inside and out side building duly ISI marked ( IS-4984-1995) as amended upto date of PE 80 of pressure 4.00 of the following diameter (Earth work work to be measured ans paid for separately) complete in all respect, including entire carriage of materials upto all leads and lifts and as per direction of Engineer-in-Charge.

90 mm dia PE 80 of pressure PN-4.00.

110 mm dia PE 80 of pressure PN-4.00.

125 mm dia PE 80 of pressure PN-4.00.

Miscellanious for locking arrangements & other accessories as per direction and to the entire satisfication of the Engineer -in-charge.

NARAYAN SINGH