Construction of 100000 litre capacity sump,EPL at Kovilpalayam Ho Kovilpalayam pt

Amount

EARTHWORK EXCAVATION for foundation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth within the compound in places shown by the departmental officers with initial lead and lift etc.,including levelling the sites complete complying with standard specifications and as directed. - 1st depth

EARTHWORK EXCAVATION for foundation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth within the compound in places shown by the departmental officers with initial lead and lift etc.,including levelling the sites complete complying with standard specifications and as directed. FOR SDR

EARTHWORK EXCAVATION for foundation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth within the compound in places shown by the departmental officers with initial lead and lift etc.,including levelling the sites complete complying with standard specifications and as directed. FOR DMR not requiring blasting

CEMENT CONCRETE 1:4:8 mix using 40mm gauge hand broken hard granite stone jelly for FOUNDATION including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete complying with standard specification.

Reinforced CEMENT CONCRETE 1:1.5:3 mix using 20mm machine crushed 20mm gauge hard broken granite stone jelly for all reinforced cement concrete works connected to this work excluding cenetering, shuttering and cost of reinforcement grills placed in position, but including laying, vibrating, curing and finishing, fixing fan clamps in the RCC floor and roof slab works wherever necessary and bearing surfaces of the wall at the sides and bottom of the slab, beams shall be finished smooth with cement mortar 1:3 (One cement and three sand ) and Kraft paper laid without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers. (Beyond 1.50m & upto 4.50m below GL )

Reinforced CEMENT CONCRETE 1:1.5:3 mix using 20mm machine crushed 20mm gauge hard broken granite stone jelly for all reinforced cement concrete works connected to this work excluding cenetering, shuttering and cost of reinforcement grills placed in position, but including laying, vibrating, curing and finishing, fixing fan clamps in the RCC floor and roof slab works wherever necessary and bearing surfaces of the wall at the sides and bottom of the slab, beams shall be finished smooth with cement mortar 1:3 (One cement and three sand ) and Kraft paper laid without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers. (Up to 1.50m below GL)

Reinforced CEMENT CONCRETE 1:1.5:3 mix using 20mm machine crushed 20mm gauge hard broken granite stone jelly for all reinforced cement concrete works connected to this work excluding cenetering, shuttering and cost of reinforcement grills placed in position, but including laying, vibrating, curing and finishing, fixing fan clamps in the RCC floor and roof slab works wherever necessary and bearing surfaces of the wall at the sides and bottom of the slab, beams shall be finished smooth with cement mortar 1:3 (One cement and three sand ) and Kraft paper laid without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers. (Upto 4.50m above GL from GL )

Supplying & Erecting centering for sides & sofflots including necessary supports & strutting upto 3.29m height for plane surface in all cross bracings using mild steel sheeets etc., complete complying with standard specifications (For 0 to 3.30m plane surface )

Supplying & Erecting centering for sides & sofflots including necessary supports & strutting upto 3.29m height for plane surface in all cross bracings using mild steel sheeets etc., complete complying with standard specifications (For 0 to 3.30m Curved surface )

Supplying & Erecting centering for sides & sofflots including necessary supports & strutting upto 3.29m height for plane surface in all cross bracings using mild steel sheeets etc., complete complying with standard specifications (For 0 to 3.30m Round column )

Supplying & Erecting centering for sides & sofflots including necessary supports & strutting upto 3.29m height for plane surface in all cross bracings using mild steel sheeets etc., complete complying with standard specifications (For 3.30m to 4.30m plane surface )

Supplying, fabricating and placing in position mild steel/Ribbed tor steel rods for all RCC works including cost of steel and binding wire also in all floors, complete complying with standard specfication.

Providing and fixing of cut stone (Rough stone dressed)

Providing RCC Ventilating pipe etc

Supply ,Delivery and fixing of CI Manhole frame with cover

Exterior Emulsion Two coats over priming coat including cost and conveyance of all materials and labor charges etc complete.

Supplying and fixing in position of RCC (1:1.5:3) in side access lader of following size using 20mm size HBS jelly including cost of all materials,centring, shuttering,strutting,fabrication and placing in position of reinforcement, finishing, curing etc.,complete and as directed by TWAD Board Officers.

Refilling with excavated earth including consolidatin etc. compete as directed by TWAD Bd officers

Earth work excavation in all strata for laying pipes including refillinig charges etc. complete as directed by TWAD Bd officers

Refilling with excavated earth including consolidatin etc. compete as directed by TWAD Bd officers

Cost and supply of 63mm 6KSC Pipes etc.,

Laying and jointing of PVC Pipes etc.,

Supply of openwell /sump Submersible pump with ISI Mark as per IS 14220 10.00 HP (200LPM X125M head )

Cost and supply of 10.00 HP Panel board

Provision for Erection of submersible motor

Provision for Citizen information Board

GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}

Vijay constructions (BID ID -1530482)