REPLACEMENT OF SEWER LINE WITH CONSTRUCTION REPAIRING AND RAISING OF MAINHOLE CHAMBER AT VIKASNAGAR DRAINAGE SCHEME

REPLACEMENT OF SEWER LINE WITH CONSTRUCTION, REPAIRING & RAISING OF MAINHOLE CHAMBER AT VIKASNAGAR DRAINAGE SCHEME

Repairing of Sewer Man Hole Chamber (0.75 Mtr To 1.50 Mtr.)- 30 NOS Barricating in two Rows for Division of Traffic.

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :With F.P.S.(non modular) bricks

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size)

Local Cartage of Materials and other unforseen items.

Cleaning of Man hole Chamber including all labour and T&P complete in all respect.

Repairing of Sewer Man Hole Chamber (1.50 Mtr To 3.00 Mtr.)- 25 NOS Barricating in two Rows for Division of Traffic.

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :With F.P.S.(non modular) bricks

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.

Fixing of Medium duty M.H. cover including all material , labour and T&P complete in all respect.

Local Cartage of Materials and other unforseen items.

Cleaning of Man hole Chamber including all labour and T&P complete in all respect.

Re-Construction of Sewer Man Hole Chamber (1.50 Mtr To 3.00 Mtr.)- 10 NOS Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangementfor traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).

Excavation of earth for Man Hole Chamber in following strata lead up to 30 mts. including refilling watering ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 mts. from trenches including supply of labour T&P etc. all complete (i)In soil mixed boulder lift upto 1.50 m

(ii) In soil mixed boulder lift from 1.50 m upto 3.00 m

(iii) In soil mixed boulder lift from 3.00 m upto 3.45 m

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size)

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :With F.P.S.(non modular) bricks

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.

Supply & Fixing of M.S. angle iron 0.40 M x 0.15 M x 0.40 M U- Clamp For making Ladder in Sewer Chamber

Centering and shuttering including strutting, propping etc. and removal of formwork for :Foundations, footings, bases for columns Details of cost for footing size 2.7mx2.7mx1.00m Contact area = 10.8 sqm. MATERIAL Assuming shuttering material will become unserviceable after use of

Local Cartage of Materials.

Disposal of Surface Soil

Cartage of M.H Covers From Babugarh Store To Site of Work.

Fixing of Medium duty M.H. cover including all material , labour and T&P complete in all respect.

Raising of Man Hole Chambers inc. all material, labour, T&P etc. complete at Various Places (i) Size 1.00 M x 1.00 M (Height 0.14 M).

(ii) Size 1.00 M x 1.00 M (Height 0.35 M).

(iii) Size 1.00 M x 1.00 M (Height 0.55 M).

Precast Concrete Manhole Cover and Frame Confirming to IS: 12592-2002 (i) (Heavy Duty-20) Square with M.S. Frame Size 560 mm x 560mm

(ii) (Extra Medium Duty-35) Square with M.S. Frame Size 560 mm x 560 mm

Puncturing of AC Sewerage Line for Removal of Sewer Line Chokage Puncturing of AC Sewerage Line size 150 mm dia To 300 mm dia

Cleaning of Man Hole Chambers inc. all labour, T&P etc. complete (i)upto depth of 1.50 mtr

(ii) upto depth of 3.00 mtr

(iii)upto depth of 4.50 mtr

(iv) upto depth of 6.00 mtr

(v) upto depth of 7.50 mtr

Cleaning of sewer line at pipe line filled by silt inc. all labour, T&P etc. complete (i) Size from 150 mm dia to 300 mm where upto 1/2 at pipe line filled by silt Upto 1.5 mt

(ii) (Size from 300 mm dia to 600 mm where upto 1/2 at pipe line filled by silt Upto 1.5 mt

Laying Sewer Line Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangementfor traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).

Supply & Laying - Jointing of following dia. R.C.C. S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with rubber gaskets and with necessary spun yarn soaked in bitumen jointing with 1:2 cement mortar in coarse sand including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level. R.C.C. S&S Non Pressure Pipe class Conforming To IS : 458-2003 Class - NP4 200 mm dia 4.5 - 6 m depth

Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.

Excavation of earth below G.L. by manually or by mechanical means for laying of Sewers, Man-Holes, Gully Pits, Chambers etc. in soil including extra excavation below inverts, trimming & dressing of sides, levelling and back filling of trenches by excavated earth in 20 cm layers,watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50 meters from the center of trenches and cleaning of site properly after completion of the work. Excavation by mechanical means shall be restricted upto 90 cm above invert levels at every point of excavation. Excavation from invert levels to 90 cm above shall be done by manually only. (i) In soil mixed boulder lift upto 1.50 m

(ii) In soil mixed boulder lift from 1.50 m upto 3.00 m

(iii) In soil mixed boulder lift from 3.00 m upto 3.45 m

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : complete required for proper completion of work as per instruction of Engineer in charge. bituminous road

Centering and shuttering including strutting, propping etc. and removal of formwork for :Foundations, footings, bases for columns Details of cost for footing size 2.7mx2.7mx1.00m Contact area = 10.8 sqm. MATERIAL Assuming shuttering material will become unserviceable after use of

Shifting /Repairing of Household water connection coming in the alignment of sewer line/manhole chambers including excavation ,refilling,supply of all material,pipes,specialsetc for sizes 15 to 20 mm,65mm,80mm,100 mm,150mm making good complete as per entire satisfaction of Engineer in charge. (as per unit estimate enclosed)

Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 250 mm diameter

Construction of RCC Fencing Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. 6 Feet Height and didtance between two poles atleat 3 Meters.

Excavation of earth for Man Hole Chamber in following strata lead up to 30 mts. including refilling watering ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 mts. from trenches including supply of labour T&P etc. all complete

Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size)

Sewerage Sludge Drain Repairing Excavation of earth for Man Hole Chamber in following strata lead up to 30 mts. including refilling watering ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 mts. from trenches including supply of labour T&P etc. all complete

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand).

12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) for Sewerage Pillars

12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) for Sewerage Drain.

Sewerage Sludge Collection Tank. Excavation of earth for Man Hole Chamber in following strata lead up to 30 mts. including refilling watering ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 mts. from trenches including supply of labour T&P etc. all complete

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size)

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :With F.P.S.(non modular) bricks

12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)

Steel work in built up tubular (round, square or rectangular hollow tubes etc.)trusses etc., including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes

Ms Ankita Construction