Augmentation of FIS Kass and Nagan Bharola in Tehsil Joginder Nagar District Mandi H.P SH Co Head weir, C o RCC Main Channal and C o Nallah X-ing from RD 230 to 255 25 Rmt at RD 1660 to 1685 25 Rmt Total 25 Rmt FIS Kass PhaseI

Amount

Excavation in foundation trenches etc. in earth work lift upto 1.50 mtrs. stacking the excavated soil not more than 3 mtr. Clear from the edge of excavation and then returning the stacked soil in 15cm. Layer when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth all kinds of soil within all leads and lifts and as directed by the Engineer-in-charge.

Excavation in drains and channels etc. in all kinds of earth work such as spade work, pick work, jumper work upto lead of 20 mtrs. and lift upto 1.5 mtrs. disposed earth to be leveled and neatly dressed. in pick work all leads and lifts, as per direction of the Engineer-in Charge within all leads and lifts

Providing and laying cement concrete 1:5:10(1cement:5sand:10graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work in foundation and plinth complete to the entire satisfaction of Engineer in charge.

Providing and laying cement concrete 1:4:8(1cement:4sand:8graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work including all leads and lifts: Foundation and Plinth.

Providing and laying reinforcement cement concrete 1:1 1/2:3(1cement:1 1/2 sand: 3graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work and re-inforcemnment for reinforced concrete work in

Founadtion , footing, bases of column and the like and mass concrete.

Walls (any thickness) but not less that 0.10 Mtrs. thick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels.

In bed

Suspended floor, roofs,landing, shelves and teir supports balconies, beams , girders, bressumers and cantilevers upto floor two level complete to the entire satsifaction of Engineer in cherge

Providing,laying tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level complete with in all lead & lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work including all leads and lifts:

Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like

In column. Pillar. Posts. Square. Polygonal as per the direction of Engineer in charge.

Flat surface such as soffits and suspended floors, roofs, landings and the like: Floors etc. up to 200mm in thickness within all leads and lifts

Earth filling with boulder in the dam as per the direction of Engineer in charge.

Providing and fxing MSERW pipe 300 mm dia pipe 4.8 mm wall thickness as per the direction of Engineer in charge.

Providing and fixing double flanged cast iron sluice valve of Leader Kirlosker of following diameter capable with standing normal seat pressure as the IS-14846 with up to date ammendment class PN-I.

300 mm dia.

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 seperately ) GI.I. wire 4 mm corresponding to SWG 8 15 cm x 15 cm mesh.

Wire crate made of GI wire filled with boulder with square cut faces against the wire( wire crate to be measured and paid seperately).

Providing and laying cement concrete 1:3:6(1cement:3 sand:6graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work Foundation and Plinth.

15 cm thick cement plaster in single coat on rough side in cement mortor 1:4 ( 1 cement : 4 sand)

Boulder filling at sides of abutments complete to the entire satisfaction of Engineer in cherge.

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

Suspended floor, roofs,landing, shelves and teir supports balconies, beams , girders, bressumers and cantilevers upto floor two level complete to the entire satsifaction of Engineer in cherge

Random Rubble masonry /polygonal rubble un-coursed /brought two coat with hard stone of approved quality in foundation and plinth including leveling up cement concrete 1:6:12(1cement:6sand:12graded stone agg.20mm nominal size) in plinth level/super structure. with cm 1:6 (1cement :6sand)

AMIT KATOCH

ABHISHEK KAUL

Lalit Pal

BHAGWAN DASS

VIPAT RAM