Jal Jeevan Mission (JJM)-Phase 2 - WSS to Chathamangalam and adjoining 7 Panchayaths-

Amount

Supply of Pipes

100.98.184:HDPE Pipe PE 100 (IS 4984/1995), 12.5kg, 315mm Outer Dia.

100.98.174:Supply of HDPE Pipe PE 100 (IS 4984/1995), 12.5kg, 90mm Outer Dia.

OD267270/2023-2024:Add 5% for PE Specials

Pipe line works through HDD method

15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road

OD94250/2024-2025:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.<br>Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) for road work

15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.

OD94220/2024-2025:Laying and Installation of 315mm HDPE casing pipe in the NH766 by Horizontal Directional Drilling method of excavation including creation of 400mm reamer hole and pulling 315 mm HDPE casing pipe using HDD method including De watering, drilling, stringing ,reaming pulling back the new pipe on the designed alignment and monitoring by approved guidance system ,proper disposal of drilling fluid /bentonite slurry . Proper back filling of pit and holes by approved borrow materials as per specification , approved method statement or as directed by engineer in charge. Including all labour charges, hire charges. etc, testing, commissioning. excluding cost of MS pipes. complete as per the direction of departmental officers.- In Hard Rock

Construction of Manholes

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.

OD262579/2023-2024:Providing Steel Sheet shoring to the sides of the trenches to depths of ABOVE 2 M But Not exceeding 4 M using 6mm M>S Sheet 0.5m wide stiffen on edges with 50mm x50mmx6mm M.S angles driving down vertically on either side one after another in lines and levels with suitable pile driving equipments and accessories to a maximum depth of 0.50 M below the bottom of the proposed excavation 0.50m above ground level suitably braced by horizontal walling pieces at 75MMX125MMx 8MM angles on either side at intervals not exceeding 1.5M and horizontal screw jack type struts at 1.50M intervals and maintaining the shoring till the pipes are laid and works are completed ,dismantling,cleaning restacking for reuse including all labour,hire charges and conveyance for equipments ,tools and plants and sundries etc .complete.

AHB Enterprises

Bidder Name

AHB Enterprises

SAMEER ALI CT