Survey, Designs and Preparation of Drawings for laying of Sewerage Network and other works as per scope of works in ward No. 32, Gwalior Vidhansabha within Gwalior Municipal Corporation including repairing and maintenance for a period of 01 year afte

Earth work in Excavation for foundation,trenches for pipes/cables, or drains etc by mechanical means/ manual means (exceeding 30cm in depth) including ramming of bottom , dressing of sides, disposal of excavated earth including of all lift and lead upto 50mtr. Disposed earth to be levelled and neatly dressed. Up to 1.5 m depth

1.5 to 3 m depth

For Muddy / foul Area Up to 1.5 m depth

1.5 to 3 m depth

Soft rock with or without blasting or bituminous pavement. Up to 1.5 m depth

1.5 to 3 m depth

Filling available excavated earth in trenches, plinth sides of foundation of layers not exceeding 20cm, in depth including consolidation of each layer by ramming watering, lead upto 50m and lift upto 1.5m in all kinds of soils.

Providing and laying in position plan concrete (PCC) of specified grade excluding the cost of centring and shutttering cement concrete grade M-15 with 20 mm maximume size of stone aggregate

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable material separately and as per relevant clause of section 200 Bituminous Course

Granular Course

Dismantling of cement concrete pavements including breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designed locations and disposal of dismantled material upto a lead of 1000 m, stacking of serviceable & unserviceable material separately and as per relevant clause of section 200 Cement Concrete Course

Dismantling of old Underground S.W. pipes including breaking of joints and bed concrete stacking of useful material near the site within 50 m lead & disposal of unserviceable materials into munciple dumps. 150 mm

Dismantling of manhole including RCC top slab, cover with Frame including stacking of useful materials near the Site and disposal of Unserviceable materials into municipal dumps upto 45 cm deep Circular/square/rectangular

46 cm to 90 cm deep

91 cm to 150 cm deep

151 cm to 250 cm deep

Constructing Brick Masonry rectangular manhole in cement Mortar 1:4 (1 cement: 4 fine sand) common Burnt clay brick or fly ash bricks, of compressive strength not less than 75Kgf/cm2, 20cm thick foundation in cement concrete1:3:6 with stone aggregate 40mm nominal size,inside & outside plastering minimum 12mm thick with cement mortar 1:3 finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 with stone aggregate 20mm nominal size including finished the channel to shape ,including providing and fixingggg footrest, manhole cover and frame etc.complete (only excavation as per actual shall be paid separatly), Depth of manhole shall be considered as the vertical distance from top of the manhole cover to the outgoing invert of main drain channel.(for reference purpose use Drawing No-11) Man hole for property connection (House connection in narrow lanes. Manhole with above specifications having inside size 600*450mm and 900mm deep including SFRC rectangular man hole cover and frame medium duty 600mm*450mm complete.

Providing, laying and jointing following P.V.C -U pipes solvent cement joint for Non-pressure gravity drain and sewer applications including testing of joints , cost of jointing materials etc. complete in all respect 110mm dia.

Manhole- Circular Type Constructing Brick Masonry Circular Manhole 900 mm internal dia made with common burnt clay brick or fly ash bricks of compressive strength not less than 75kgf/cm2 with 1:4 cement mortar ,inside & outside plastering minimum 12mm thick with cement mortar 1:3 finished with a floating coat of neat cement 20mm thick foundation in cement concrete 1:3:6 with stone aggregate 40mm nominal size, and making channel in cement concrete 1:2:4 with stone aggregate 20mm nominal size including finished the channel to shape, including providing and fixing footrest , manhole cover and frame etc complete.(only excavation as per actual shall be paid separately) fixing of heavy duty (HD-20) SFRC cover and frame as per IS 12592 fixed in cement concrete 1:2:4 with stone aggregate 20mm nominal size including centering and shuttering etc. complete as per standard drawing. Depth of manhole shall be considered as the vertical distance from top of the manhole cover to the outgoing invert of main drain channel.(as per Drawing No-13-A) Depth upto 0.90 mtr

Depth from 0.91 to 1.65 mtr

Depth equal to 1.66 mtr

Depth from 1.67 to 2.30 mtr

Constructing Brick Masonry Circular Manhole 1200 mm internal dia at bottom & 560 mm dia at top, depth of manhole 1660mm, common burnt clay brick or fly ash bricks of compressive strength not less than 75kgf/cm2 with 1:4 cement mortar ,inside & outside plastering minimum 12mm thick with cement mortar 1:3 finished with a floating coat of neat cement 20mm thick foundation in cement concrete 1:3:6 with stone aggregate 40mm nominal size, and making channel in cement concrete 1:2:4 with stone aggregate 20mm nominal size including finished the channel to shape, including providing and fixing footrest , manhole cover and frame etc complete.(only excavation as per actual shall be paid separately) fixing of heavy duty (HD-20) SFRC cover and frame as per IS 12592 fixed in cement concrete 1:2:4 with stone aggregate 20mm nominal size including centering and shuttering etc. complete as per standard drawing. Depth of manhole shall be considered as the vertical distance from top of the manhole cover to the outgoing invert of main drain channel.(as per Drawing No-13-B)Depth equal to 2.31 mtr

Depth from 2.32 to 4.95 mtr

Making connection of drain or sewer line with existing service lines manhole including breakng into and making good the walls,floors etc. with cement concrete grade M-15 with stone aggregate 20mm nominal size plastered with cement mortar 1:3 finished with a floating coat of neat cement and making neccessary channels etc complete. For 100 to 200 mm dia pipes

For 250 to 300 mm dia pipes

For 350 to 450 mm dia pipes

Providing, Supplying, Laying, Jointing and testing of DWC HDPE Pipe of renowned make , duly tested inclusive of all taxes related to central , state and municipal, inclusive of excise duty, inspection charges, transportation charges, transit insurance, loading/unloading and stacking at site/store etc, complete of following sizes Internal dia 150mm

Providing and Laying non-pressure (NP4) RCC socket & spigot pipes with rubber gasket joint including testing of joints. 300 mm

Transportaion by Mechanical means including loading, unloading and stacking where ever necessary.Excavated earth 1 km

Water Bound Macadam -providing ,laying, spreading and compacting stone aggregates of specific size to WBM. (Grading-II - (22.4 to 53 mm))

Providing and laying Cement Concrete grade M-20 (1:1.5:3) with 20mm graded crushed stone aggregate. Mixing shall be in mechanical mixer. Laying with paver compacting by use of pin plate/vibrator.

Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate extra item 4.3.2 uadd 2021

Lifting & placing of manhole cover during cleaning of choked sewer line & manhole. SFRC 560 mm dia size

SFRC 450*600 mm size

Making arrangement of dat (plugging of sewer) including all required material such as steel plate , manila rope, gunny bags, earth etc or by and other plugging device with all required T&P and safety equipment including dewatering. 150 mm dia Depth upto1.5 mtr

200 mm dia

Cleaning of silt, sludge brick bat, polythene bags, garbage etc from choked sewer line with all required T & P and safety equipment such as bucket , manila rope , safety belt, gas mask, oxygen cylinder etc. including disposal of silt , sludge upto 50 mtr lead & lift upto 1.5mtr , as director by Engineer-in-Charge including , dewatering but excluding dat( plugging of sewer pipe line) 150 mm dia Depth upto1.5 mtr

Extra rate of depth 1.5 mtr to 3mtr

Conducting Condition assesment of Existing Sewer system by Collecting ground levels, invert level of sewers, Size and type(MOC) of Sewers and at every manhole, including depth of manhole and measuring length in between manholes and safely closing the manhole cover, preparation and submission of Drawings in AutoCAD& GIS with all particulars in complete manner as per specification and as directed by the Engineer in charge shall be carried by the Operator, from the nearest Bench mark given by Engineer in charge. Upto 2 Km

Please Enable Macros to View BoQ information