FOR CONSTRUCTION OF PERCOLATION TANK FOR SURFACE WATER RECHARE PIT AT 33/11 K.V. SUB STATION HARCHANPUR, UCHAHAR DISTRICT RAIBAREILY AND 33/11 K.V. SUB STATION BICHIYA DISTRICT UNNAO

Amount

Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.5 mtr. and lead upto 30 m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and sides of the foundation trenches or in to the plinth and removal and disposal of surplus earth as directed by the Engineer-in-Charge upto a distance of 30 m from the foundation trenches.

Local sand filling in plinth including supply of necessary quantity of local sand outside the UPPCL permises including watering, dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of work.(Local from approved local quarry)

40 mm gauge graded stone Aharaura, Shankergarh, Nautanwa or equivalent

Providing 110mm dia Plain PVC CASING PIPES (Aroma /Supreme) (Pressure10 Kg./ Sqcm.) for making tubewell assembly and cartage to boring site, including cost of all labour, materials and T&P required for assembly making and proper completion of work. (CSI No. 19.08)

Providing 110mm dia Slotted PVC CASING PIPES (Aroma /Supreme) (Pressure10 Kg./ Sqcm.) for making tubewell assembly and cartage to boring site, including cost of all labour, materials and T&P required for assembly making and proper completion of work. (CSI No. 19.10)

Drilling bore from 0 M BGL to 90 M BGL work to be completed as per direction of Engineer I/C for 150 mm dia. boring.

Ist class brick work in 1:6 cement & coarse sand (F.M. 1.8 to 2.5) mortar in foundation & plinth including supply of all materials, labour and T&P etc. required for proper completion of work.

Add to item 6.01 to 6.06 above for extra labour in super structure including necessary cutting and moulding of bricks as required and also including honeycomb brick work, thickness of wall not to be less than 1.5 brick. (CSI No. 6.07)

Precast cement concrete door sills, chaukhats boundary posts, shelves and similar small work with cement, approved coarse sand (F.M. 1.8 to 2.5) and 2 cm gauge graded approved hard stone ballast in the proportion 1:1.5:3, excluding reinforcement but including fixig the same in position including cost of all other material, labor and T&P . (CSI No. 5.22)

TMT/Tor steel in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage, bend, hooks and authorized overlapping and binding wire include. (Steel shall be arranged by the contractor)

Concrete with 4cm gauge I class brick ballast (class 150) , coarse sand (F.M. 1.8 to 2.5) and cement in proportion of 12:6:1 in foundations and under floors including supply of all materials, labour and tools and plants etc. required for proper completion. (CSI No.5.01 )

12 mm thick plaster with cement mortar consisting of one part of cement & six part of coarse sand(1:6),minimum thickness not to be less then 10 mm including supply of all material, labour and T&P etc for proper completion of work.

Note :- 1 GST Will paid only extra as applicable. 2 Quantity of individual item may increase or decrease to any extent as per site condition 3 Dismantling item work if recovery required it deducted from contractor bill’s 4 All the item rates including labour cess, no extra payment shall be done.

MASIHUZZAMA

M/S JAI MAA CONSTRUCTION