Package 1. Construction of PCC drain along with three numbers of culvert for the Mettuvoikal from Sivakami Nagar to NH 45A road at Gundusalai junction at Ellaipillaichavady, Puducherry

Amount

Filling available excavated earth (excluding rock) in trenches, plinth, sidesof foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m.

Extra for every additional lift of 1.5m or part thereof in - All kinds of soil.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width of 10sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m - All kinds of soil - by head load. The rate includes pumping out any type of water due to stagnation /flowing /seepage and also working under foul condition etc complete

Making of bundwall with HDPE cement bags filled with stone dust/ quary rubbish for discharge regulation, breach closing/ diversion arrangement. The rate includes the cost of empty HDPE bags, cost of stone dust, labour charges for filling the bags and placing in position of its purpose in or under foul conditions etc., . and Pumping out any type of water due to stagnation/ flowing/ seepage etc complete as directed by the Engineer-in-charge. by head load.

Supplying and filling with quary dust in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in deapth consolidating each deposited layers by ramming and watering etc. complete including all lead and lift, Pumping out any type of water due to stagnation/ flowing/ seepage and also working under foul condition etc complete complete as directed by the Engineer-in-charge - by head load.

Centering shuttering including struttings, propping etc. and removal of form work for foundations, footings , bases for columns.- Using steel sheet with M.S.frames. The rate Pumping out any type of water due to stagnation/flowing/seepage and also working under foul condition etc complete as directed by the Engineer-in-charge. - by head load

Centering shuttering including struttings, propping etc. and removal of form work for retaining walls, return walls, walls (any thickness including attacheted plasters, butteress, plinth string course fillets etc., The rate includes pumping out any type of water due to stagnation /flowing /seepage and also working under foul condition etc complete as directed by the Engineer-in-charge- using steel sheets with M.S. frames - By head load.

Cement concrete 1:4:8 mix with stone aggereate 40mm nominal size in foundation at all level of above / below ground level. The rate including Pumping out any type of water due to stagnation/flowing/seepage and also working under foul condition etc complete as directed by the Engineer-in-charge - by head load

Providing and laying in position cement concrete manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 10kms having continous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work including pimping of RMC from transit mixer to site of laying, excluding the cost of centering , shuttering, finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability M-15 grade plain cement concrete by using 320kg of cement. All works upto 3.00 m below ground and upto floor 5 level. The rate including of pumping out all type of water due to seepage / flowing / stagnation and also working under foul condition etc complete as directed by the Engineer-in-charge - by head load

Cement plaster 12mm thick in cement mortar 1:3 including pumping out all type of water due to seepage/ flowing / stagnation etc complete as directed by the engineer -in-charge- by head load

Providing and laying UPVC pipe of 250mm dia including transporting the pipe to work site and placing position for discharge through the drain during construction period as directed by the Engineer-in-charge.

Reassembleing the UPVC pipe of 250mm dia by removing if form one location and ficing it at the continous strtechtes for the dischargeform the canal.

Extra for providing and mixing ordinary portland cement 43 grade of approved brand and manufacture in quarry rubbish/ stone dust at the rate of 3bags of cement per cum of quarry rubbish or stone dust mixing in mechanical mixer etc., under foul condition complete as directed by the enineer in charge

Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead - nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead - Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)

Demolishing R.C.C work manually / by mechanical means including stacking of steel bars and isposal of unserviceable material within 50 metres lead

Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead - in lime mortar

Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead - in cement mortar

SRI MARUTHI CONSTRUCTIONS

N K Gunasekaran

L Djegaradj Moncher

D Ramesh