Construction of Cement concrete tracks in parks near house no.268 Sector 41, Chandigarh and repair of paver/ concrete track after dismantling /demolishing existing damaged pavers and concrete tracks in green belts of sector 41 and neighbourhood parks

Earth exaction by mechanical means ( hydraulic Excavator) manual means over areas ( exceeding 30 cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, and excluding of disposed earth to be levelled and neatly dresses ( DSR 2.6.1-2.36)

Earth exaction by mechanical means ( hydraulic Excavator) manual means in foundation trenches or drains ( not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and remming of bottoms, lift upto 1.5, including getting out the excavated soil and disposal of surplus excavated soil as directed , within lead of 50 m. All kinds of soil ( DSR 2.8.1-2.36)

Carriage of earth by mechanical transport including loading, unloading lead of 2 km complete in all respect to the entire satisfaction of the Engineer in charge.

Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters leads as per direction of Engineer-in-charge. ( DSR 15.7.4).

Brick work with common burnt clay F.P.S. ( non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 ( 1 cement :4 coarse cum ( DSR 6.1.1)

Brick work with old machine moulded perforated / F.P.S bricks in exposed brick work including making horizontal and vertical grooves 10 mm wide 12mm deep complete from ground level upto plinth level in cement mortar 1:4 ( 1 cement : 4 coarse sand). Pointing of grooves using cement mortar 1:3 complete in all respect.

Brick work on edge flooring with cement concrete brick manufactured in C&D plant on a bed of 12 mm cement mortar, including making horizontal and vertical grooves 100mm wide 12mm deep complete from ground level upto plinth level in cement mortar 1:4 ( 1 cement : 4 coarse sand ). Pointing of grooves using cement mortar 1:3 complete in all respect.

Demolishing cement concrete manually / by mechanical means including disposal of material within 50 meters lead nominal concrete 1:3:6 or richer mix ( i/c equivalent design mix) as per direction of Engineer-in-charge. ( DSR 15.2.1).

Providing and laying in position cement concrete of specified grade excluding the cost of cantering and shuttering- all work up to plinth level 1:5;10 ( 1 cement :5 coarse sand ( zone-III): 10 graded stone aggregate 40 mm nominal size ) DSR 4.1.10

Providing laying position cement concrete of specified grade excluding the cost of cantering and shuttering. All work up to plinth level: 1:1 ½ :3 ( 1 cement : 1 ½ coarse sand ( zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources ( 4.1.2)

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground , for which payment shall be made separately and stacking of serviceable material with 50 metre leas as per direction of Engineer-in-charge. ( DSR 16.83).

Taking out existing kerb stones of all types from footpath central verge, including removal of mortar etc. Disposal of unserviceable material to the dumping ground, for which payment shall be made separately and staking of serviceable material with 50 metre leas as per direction of Engineer-in-charge. ( DSR 16.82).

Laying old cement concrete interlocking paver block of any design/ shape laid in required line, level, curvature, colour and pattern over and including 20mm cement mortar 1:3 complete as per direction of Engineer-in-charge.

Providing and laying 60mm thick high density factory made cement concrete interlocking paver blocks of M-30 grade made by rubber mould table type platform and of approved size and design/ shape laid in required colour and pattern over and including 20mm cement mortar 1:3 complete as per the direction of Engineer-in-charge.

Carriage of building rubbish by mechanical transport including loading, unloading lead of 19-20 km complete in all respect to the entire satisfaction of the engineer in charge

Providing and fixing PCC kerbs of size 2’-0”x9” having 4” thickness at bottom and 3” thickness at top and made of plain cement concrete 1:2:4 duly vibrated and compacted. The rates also includes the cost of filling and pointing of joints between kerbs with cement mortar 1:4 ( 1 cement :4 coarse sand). complete in all respect to the entire satisfaction of Engineer-in-charge.

Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3( 1 cement :3 coarse sand), including making joints with or without grooves ( thickness of joints , except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. Complete as per direction of Engineer in charge ( length of finished kerb edging shall be measured for payment ). ( old kerb stones shall be supplied by the department free of cost). ( DSR 16.85).

Centring and shuttering including strutting, propping etc and removal form for : edges of slabs and breaks in floors and walls : under 20 cm wide ( DSR 5.9.16.1)

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