Civil Works

Dismantling with out damaging the near by structures if any, clearing away and carefully stacking materials useful for reuse for any thickness of walls in brick/stone masonry in cement mortar wall under 3 m high etc, complete complying with technical specification and as directed by the Engineer in charge of work

Dismantling with out damaging the near by structures if any, clearing away and carefully stacking materials useful for reuse for any thickness of plain cement concrete etc, complete complying with technical specification and as directed by the Engineer in charge of work

Earth work excavating and depositing on bank with initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc, complete complying with standard specification and as directed by the Engineer in charge of work.(SS.20B)

Earthwork excavation for foundation in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders hard gravelly soil inclusive of shoring to full depth, strutting and bailing out water wherever necessary and refilling the sides of foundation with excavated soil other than sand in layers of not more than 15 cm thick, well rammed, consolidated and depositing the surplus earth in places as shown by the departmental officers with an initial lead of 10 metres and initial lift of 2 metres and clearing, leveling the site etc., complete complying with standard specification and as directed by the Engineer in charge of work.

Refilling with excavated earth (other than sand) with all leads and lifts for filling the open cut wherever necessary in layers including breaking clods watering and compaction using Power Roller to atleast 95% of Proctor Density at OMC in each layer and sectioning etc., complete complying with standard specification and as directed by the Engineer in charge of work.

Collection and supply of Sand Gravel mix 1:1 (one CS sand and one gravel) ratio for basement including stacking, mixing and spreading the Sand Gravel mix in layers of not exceeding in 150 mm thickness over properly prepared surface, watering and consolidating the same with approved type of compaction equipment complete complying with the standard specification and as directed by the Engineer in charge of work.

Providing and placing in position cement concrete of grade M15 for Plain cement concrete using hard well graded coarse aggregates of maximum nominal size of 40mm weigh batching the incredients and mixing in approved mixers/batching plant (to produce concrete of the specified characteristic strength of 15 N/sqmm at 28 days) including dewatering the placement site by bailing/pumping and by diverting wherever necessary, laying the concrete in layers of not exceeding 15cm thick and in bays, compacting and finishing the surface to the profile with all leads and lifts, water curing to attain and strength as specified in the drawing for various depth and height below and above ground level etc., complete complying with the standard specification and as directed by the Engineer in charge of work.

Providing and placing in position of plain cement concrete of grade M20 grade using hard well graded coarse aggregates of maximum nominal size of 20mm weigh batching the incredients and mixing in approved mixers/batching plant (to produce concrete of the specified characteristic strength of 15 N/sqmm at 28 days) including dewatering the placement site by bailing/pumping and by diverting wherever necessary, placing concrete in layers and in bays vibrarting, compacting and finishing the surface to the profile with all leads and lifts, water curing to attain and strength as specified in the drawing for various depth and height below and above ground level etc., complete complying with the standard specification and as directed by the Engineer in charge of work. (with vibration)

Providing and placing in position of plain cement concrete of grade M20 using hard well graded coarse aggregates of maximum nominal size of 40mm (60%) and 20mm (40%) weigh batching the incredients and mixing in approved mixers/batching plant (to produce concrete of the specified characteristic strength of 15 N/sqmm at 28 days) including dewatering the placement site by bailing/pumping and by diverting wherever necessary, laying the concrete in layers of not exceeding 15cm thick and in bays, vibrating, compacting and finishing the surface to the profile with all leads and lifts, water curing to attain and strength as specified in the drawing for various depth and height below and above ground level etc., complete complying with the standard specification and as directed by the Engineer in charge of work.

Providing and placing in position of plain cement concrete of grade M20 using hard well graded coarse aggregates of maximum nominal size of 20mm weigh batching the incredients and mixing in approved mixers/batching plant (to produce concrete of the specified characteristic strength of 20 N/sqmm at 28 days) including dewatering the placement site, by bailing/pumping and by diverting wherever necessary, laying the concrete in layers of not exceeding 15cm thick and in bays, compacting and finishing the surface to the profile with all leads and lifts, water curing to attain and strength as specified in the drawing for various depth and height below and above ground level etc., complete complying with the standard specification and as directed by the Engineer in charge of work (For Wearing coat)(Without vibration)