CAD Cluster of 7 Nos FIS under Chauntra Block in Tehsil Joginder Nagar District Mandi H.P SH CAD of FIS Dhelu Har Kuhl

Amount

Excavation in foundation and trenches in earth work upto all depth in all kinds of soil such as pick work jumper work,blasting work,chiselling of soft /hard rock where blasting is prohibited in all leads and lifts and including trimming of sides levelling of bed to correct grade stacking the excavated soil in 15cm.layers when required into plinth sides of foundation including consolidating each deposited layer by ramming and watering and then disposing oof all surplus excavated soil as directed in all leads and lifts and soring/strutting timbering and dewatering where ever required to the entire satisfaction of the Engineer-in-Charge.

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 required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts. (including dewatering)

Pick Work

Jumper work

Blasting work

Excavation in drain channel etc., in all of soil including dressing of side and bed and disposing of all surplus excavated earth as directed within all leads & lift disposed earth to be levlled and neatly dressed.

Providing,laying,jointing,testing and commissioning of HDPE(High Density Polyethylene pipes) of following diameter and class confirming to IS 4984-1995 with fusion welding process including all necessary fittings in all leads and lifts to the entire satisfaction of Engineer-in-charge (Earth work in trenches to be measured and separately)

HDPE, 75Φ, PN 4.0, PE80

HDPE, 90Φ, PN 4.0, PE80

HDPE, 110Φ, PN 4.0, PE80

HDPE, 125Φ, PN 4.0, PE80

HDPE, 140Φ, PN 4.0, PE80

HDPE, 160Φ, PN 4.0, PE80

Providing & Laying cement concrete 1:4:8 ( 1 cement :4 approved sand :8 approved graded stone aggregate 40mm nominal size ) & curing complete excluding the cost of form work in foundation and plinth.

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 , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor two level. Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasres buttresses,plinth & string courses and the like.

Providing and laying cement concrete 1:2:4 (1Cement:2 sand:4 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of reinforcement and form work in wall in all leads and lifts

Providing and laying cement concrete 1:6:12( 1cement:6 sand:12 graded stone aggregate40 mm nominal size) and curing complete excluding the cost of form work in:- foundation and plinth.

Boulder Filling with in all leads and lifts.

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level.Tor steel

Providing and fixing R.C.C. pipe 900mm dia NP2.

Providing and fixing R.C.C. pipe 350mm dia NP2.

Providing and fixing of sluice valve of 100 mm dia of approved ISI make with latest amendment complete in all respect with MS connecting rod 1.5 mtrs long to operate wheel of sluice valve i/c jointing of HDPE end cap joint with connection pipe 110mm OD and to the entire statisfaction of Engineer in charge.

Providing and fixing of M.S. angle bracket to cover & safety of sluice valves in side out let chamber 25x25x4mm

Providing and fixing of celling for locking of manhole cover.

P/F of HDEP pipe Tee 100mmx90mmx63mm with Qc end ( copler on both end of tee) on HDPE pipe with existed pipe of out let dia 110mm OD (Butt fusion).

Providing and laying cement concrete 1:5:10 with 15% plum (1Cement : 5 sand : 10 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts

Providing & laying cement concrete1:1.5:3 (1Cement:1.5sand:3 graded stone aggregate 20mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :-

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

Wire crate made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separately) 15cmx15cm mesh GI wire 5mm thick corresponding to SWG-6.

Wire crate made of G.I. wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for separately ).

Providing and laying cement concrete work 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in :

Wall any thickness but not less than 0.1 mtr. Thickness attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level.

Dressing of bed and preparation of sub grade for lining in pick work as per the entire satisfaction of Engineer-in-Charge.

Dressing of bed and preparation of sub grade for lining in pick work as per the entire satisfaction of Engineer-in-Charge.

Cement concrete lining in 15 cm . Thick or less for irrigation channels using cement concrete 1:3:6 (1 cement:3sand: 6 graded stone aggregate 20mm nominal size)with in all leads and lifts and as per the entire satisfaction of Engineer-in-Charge.

Dressing of bed and preparation of sub grade for lining in pick work as per the entire satisfaction of Engineer-in-Charge.

Dressing of bed and preparation of sub grade for lining in pick work as per the entire satisfaction of Engineer-in-Charge.

Extra allowances for form work in concrete linning in sides/side slopes.

Lalit Pal