Day to Day Emergent nature of repairs and maintenance restoration work of Durga Nagar Section

Amount

Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc (not exceeding 1.5 M in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan ,depth upto 1.5 Mt including disposal of excavated earth upto 1 Mtr from cutting edges, disposed earth to be levelled and neatly dressed in. All kinds of soil.

Earth work in excavation by Mechanical means (Hydraulic excavator) in foundations drains, pipes and cables etc (not exceeding 1.5 M in width or 10 sqm on plan ) trenches including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out excavated soil and disposal of surplus soil as directed within lead of 50 M . All kinds of soil.

Dismentling manualy /Mechanically including stacking of serviceable material and disposal of unserviceable material within 50 Meter lead i) Bituminous road

ii) Water Bound Macadam Road.

Dismantling tile work in floors and roof laid in cement mortar including stacking material with in 50 Meters lead a) For Thickness of tiles 10 mm to 25 mm

b) For thickness of tiles above 25 mm and upto 40 mm.

Demolishing cement concrete manually/ by mechanical means including disposal of material with in 50 mtrs lead a) 1: 3: 6 or richer mix.

b) 1:4:8 Leaner mix.

Laying and fitting of GI pipes complete excluding cost of pipes and earth work A) 15 mm dia

B) 20 mm dia.

C) 25 mm dia

D) 32 mm dia.

E) 40 mm dia.

F) 50 mm dia.

G) 65 mm dia.

H) i) 80 mm dia (L)

ii) 80 mm dia (M)

I) i) 100 mm dia (L)

ii) 100 mm dia (M)

J) i) 150 mm dia (L) (Rates to be quoted by the contractor)

ii) 150 mm dia (M) (Rates to be quoted by the contractor)

Laying S & S centrigugaly cast (Spun) Ductile Iron/ MS Pipe. a) 100 mm dia D.I. Class K-7 pipes (Rates to be quoted by the contractor)

b) 150 mm dia D.I. Class K-7 pipes (Rates to be quoted by the contractor)

c) 200 mm dia . “ (Rates to be quoted by the contractor)

d) 250 mm dia “ (Rates to be quoted by the contractor)

e) 300 mm dia “ (Rates to be quoted by the contractor)

Fabrication of joints GI/ DI/ MS (complete Job) a) 25 mm dia to 50 mm dia. (Rates to be quoted by the contractor)

b) 65 mm dia to 100 mm dia. (Rates to be quoted by the contractor)

c) 125 mm dia to 150 mm dia. (Rates to be quoted by the contractor)

d) 200 mm dia. (Rates to be quoted by the contractor)

e) 250 mm dia. (Rates to be quoted by the contractor)

f) 300 mm dia. (Rates to be quoted by the contractor)

Dismantling GI pipes (External work) including excavation and refilling after taking out the pipes, manually/ by mechanical means including stacking of pipes with in 50 Mtrs lead., a) 15mm to 40 mm dia nominal bore

b) Above 40 mm nominal bore.

Dismantling CI pipes including excavation and refilling trenches after taking out the pipes manually by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site with 50 Mtrs lead as per direction of Engineer incharge a) Upto 150 mm dia.

b) Above 150 mm to 300 mm dia/

Providing lead caulked joints to spun iron or C.I and specials including testing of joints but excluding the cost of pig lead a) 100 mm dia.

b) 125 mm dia.

c) 150 mm dia.

d) 200 mm dia.

e) 250 mm dia

f) 300 mm dia.

Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, consolidating each deposited layers lead upto 50 M and lift upto 1.5 M

Disposal of surplus excavated earth complete Job upto 1 Km by Mech Transport ( Carriage)

Chequrred precast cement concrete tiles 22 mm thick in footpath and courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and clearing etc. complete on 20 mm thick bed of cement mortar 1: 4 (1 cement: 4 coarse sand) excluding cost of tiles. a) Ordinary cement without any pigment,

Supply of Fitter/ Mazdoor/ Mason etc. i) Supply of Fitter ( 2nd class)

ii) Supplyof Labour (Mazdoor)

iii) Supply of Masson a) Ist Class

iv) 2nd Class

Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing but excluding the cost of rubber gasket ( Labour rate only) a) 100 mm dia.

b) 150 mm dia.

c) 200 mm dia.

d) 250 mm dia.

e) 300 mm dia.

Laying in position S & S or flanged CI special such as Tees bends, collars, tappers and caps etc (excluding cost of specials).

Locating/ Tracing of blockages/ leakages including excavation of pits.

Carriage of department material from Divisional store to site of work average distance 10 Kms by Mechanical Transport (Paid as per actual distance in volved at site shall be paid as per S.S. of rates 2012). a) G.I.Pipe and fitting.

b) Cement

c) Steel.

Ductile Iron/ M.S.Pipes/ j) 100 mm dia.

ii) 150 mm dia.

iii) 200 mm dia.

iv) 250 mm dia.

v) 300 mm dia

Carriage of Departmental material from stacking place to site of work average 200 Mtrs by Head Load ( Paid as per actual distance involved at site) a) G.I.Pipe and fitting.

b) Cement

c) Steel.

Replacement of C.I sluice valves/Check valves complete with bolts,nuts,rubber insertions etc.(sluice valves/Check valves to be supplied by the Department) 200 mm dia (Rates to be quoted by the contractor)

150 mm dia (Rates to be quoted by the contractor)

100 mm dia (Rates to be quoted by the contractor)

80 mm dia (Rates to be quoted by the contractor)

65mm dia (Rates to be quoted by the contractor)

50mm dia (Rates to be quoted by the contractor)

Fixing /Replacement of GM Gate valves/Brass stop cocks complete(Gate valves/ Brass stop cocks complete Gate valves/Stop cocks to be supplied by the department) including bends,collars,unions and other allied items 150mm dia (Rates to be quoted by the contractor)

100mm dia (Rates to be quoted by the contractor)

80mm dia (Rates to be quoted by the contractor)

65mm dia (Rates to be quoted by the contractor)

50mm dia (Rates to be quoted by the contractor)

40mm dia (Rates to be quoted by the contractor)

25mm dia (Rates to be quoted by the contractor)

20mm dia (Rates to be quoted by the contractor)

Making connection of G.I distribution branch with G.I main of following sizes by providing and fixing Tee,including cutting and threading the pipe etc. complete ( 25 mm to 40mm nominal bore)

50mm To 80mm nominal bore

Carriage of D.I / M.S from stacking site to site of work at an average distance of 200 meters by Head load .i) 100 mm dia.

ii) 150 mm dia.

iii) 200 mm dia.

iv) 250 mm dia

v) 300 mm dia.

vi) 600 mm dia ,700 mm dia , 750 mm dia and 800 mm dia.

Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth upto 30 cm measured at height of 1 M above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level 1:3:6 (1 cement: 3 coarse sand 6 Graded stone aggregate of 20 mm nominal size) (Crushed)

Demolishing dry brick pitching in floors,drains etc. including stacking serviceable material and disposal of unserviceable material with in 50 meters lead

Dry brick on edge flooring with bricks of class designation 75 on a bed of 12mm mud mortar including fitting joints with sand( with F.P.S bricks)

Brick work with common burnt clay FPS (non-modualar) bricks of class designation 75 in foundation and plinth in: a) Cement Mortar 1:4 (1 cement : 4 coarse sand)

b) Cement mortar 1: 6 (1 cement: 6 coarse sand)

Half Brick masonry with bricks of class designation 75 in foundation and plinth in:- Cement Mortar 1:4 (1 cement : 4 coarse sand)

Providing and laying in position cement concrete excluding the cost of centring , shuttering, finishing all work upto plinth level (1: 4: 8) 1. Cement : 4 coarse sand 8 Graded stone aggregate 40mm nominal size) crushed.

Dumping of stone (excluding cost of stone) in horizontal on level.

supply of boulders (nallah) nominal size 225 mm (stack measurement reduced by 15%)

Demolishing Brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. In cement mortar

Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 M (stacks of cleaned bricks shall be measured) from brick work in cement mortar,

Carriage of sand, Bajri, stones bricks/ tiles from nearest source to site of work incl. loading, unloading and stacking complete (To be paid as per actual distance involved at site) a) Sand average distance 10 Km by MT

b) Bajri above 40 mm average distance 10 Km by M.T.

c) Bajri Below 40 mm average distance 10 KM by M.T.

d) Stones average distance 10 Km by Mech. Transport.

e) Bricks average distance of 10 Km by Mech, transport.

f) Tiles average distance of 10 km by Mech. Transport.

Carriage of material from source to site of work average 200 M by Head Load. a) Sand.

b) Bajri below 40 mm.

c) Stone aggregate 40 mm and above.

d) Stones.

e) Bricks.

f) Brick Tiles

GCS ASSOCIATES