Providing Three Nos. Rain Water Harvesting System in BBMB Complex at 400 KV S/Stn. BBMB Panipat

Amount

Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. ( C) Exceeding 2.25 m depth upto 3.00 m depth (i ) All classes of soil except rocky

Cement concrete 1:6:12 (b)With stone aggregate 40mm gauge (ii) mixing by mechanical means using concrete mixer volumetric type

First class burnt brick laid in cement sandmortar 1:6 in foundation and plinth

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Cold twisted deformed (Ribbed/ Tor steel) Bars(Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:- (b) Second Layer :----- Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry).

(c) Third Layer :----- Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry).

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipment’s, tools, plants & machineries required for the job, all complete as per direction of Engineer – in-charge, upto 90 meter depth below ground level. (A) All types of soil. c) 400 mm dia.

Development and Stabilizing of the tube well with air compressor of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge. (b) Capacity of Air compressor 500 cfm at150 PSI

Supply assembling lowering and fixing in vertical position in bore well un plasticized PVC medium well casing (CM) pipe of required dia confirming to IS 12818-2010 including required hire and labour charges, fitting and accessories etc all complete for all depths as per direction of E-I-C (b) 150mm nominal size dia

Supplying assembling lowering and fixing in vertical position in bore well unplasticized PVC medium well screen(RMS) pipes with ribs confirming to IS 12818 including hire and labour charges, fitting and accessories etc all complete for all depths as per direction of E-I-C (b) 150mm nominal size dia.

Supplying & Fixing of bail plug of M.S pipe complete with inverted U-hook attached to the bottom plug complete in all respect. (b) 150mm internal diameter (weight 21.6 kg per metre) 5.4 mm thickness

Making electric logging of borehole with electronic well logger including cost of equipment at site etc. Complete in all respect.

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (b)150 mm nominal size dia.

Construction of brick masonry inspection chambers size as given below upto 0.60 meter average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design. (b) 450mm x 600mm inside with 455mm x 610mm cover and frame light duty double seal

Supplying at site of gravel of 2 mm to 5mm sizes including pouring and packing in annular space between the pipes assembly and the bore. The gravel should be free from dust, dirt, on the vegetable manner as per IS 4097/1967 with latest amendments ( to be paid as per actual length of pipe.

Providing and fixing of PVC 4 way Elbow of 150 mm dia with sealant and to the entire satisfaction of the Engineer incharge

Bidder Name

Amount in Words

Sandeep Nandal Const Co

sanjeev kumar

Empathetic Humane Socially Awakened Samaj

Sandeep Nandal Const Co

Empathetic Humane Socially Awakened Samaj