Estimate for construction of recharge scheme at RD 133100/R of Sirhind Feeder

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 consoIidation,watering including the cost of dewatering of rain water,diversion for traffic, nightsignals. 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.Exceeding 3.00 m depth upto 4.5 m depth All classes of soil except rocky

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 consoIidation,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. Exceeding 4.5 m depth upto 6.0 m depth All classes of soil except rocky

Earthwork in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

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

Laying Cement Concrete 1:4:8 with stone ballast 20mm guage mixing by mechanical means using concrete mixer volumetric type including carriage & cost of material complete in all respects

First class burnt Brick work laid in cement sand mortar 1:4 in foundation & plinth i/c carriage & cost of material complete in all respects

12.5 mm thick cement plaster 1:4 i/c carriage & cost of material complete in all respects

Providing and placing in horizontal layers filter media Coarse sand screened, cleaned and washed and graded from 3mm to 6mm

Providing and placing in horizontal layers filter media Bajri screened, cleaned and washed and graded from 6mm to 20mm

Providing and placing in horizontal layers filter media Bajri (Coarse) screened, cleaned and washed and graded from 20mm to 25mm

Supply and placing of Steel wire mesh of size 2mm and size 6mm

Providing, Laying , fixing & jointing of U.P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per secifications. 160mm o/d pipe of 2.5 Kgf. /sqcm

Providing, Laying , fixing & jointing of U.P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 200mm o/d pipe of 2.5 Kgf. / sqcm

Supply & Fixing of UPVC Bend 6" dia (160mm)

Supply & Fixing of T-joint PVC 8" dia (200mm)

Laying Cement Concrete 1:2:4 with stone ballast 20mm guage mixing by mechanical means using concrete mixer volumetric type including carriage & cost of material complete in all respects

Foot Rest for Manhole. Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS: 10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 ( cement: 2 sand: 4 stone aggragate) complete as per design.

Reinforced cement concrete M-20 mixing by mechanical means using concrete mixer volumetric type and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) 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 placing in position complete

Informatory sign board 800x600mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 — 09 and as per IRC 67 — 2012. fixed over 4mm thick aluminium Composite material ACM sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012

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 equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer — in-charge, upto 90 metre depth below ground level. All types of soil 400 mm dia

Development and Stabilizing of the tubewell 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. (a) Capacity of Air compressor 300 cfm at 250 PSI

Development and Stabilizing of the tubewell with submersible pump of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-incharge

Supplying, assembling, lowering and fixing in vertical position in bore weII,unpIasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818-2010, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer — incharge. 200 mm nominal size dia.

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. 200 mm nominal size dia

Supplying & fixing of M S Clamp of size 150mm X 12mm made out of MS Flat 1.52m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect

Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect. 200mm internal diameter

Clay Back Filling

Supply & Installation of mechanical flowmeter(160mm Dia) complete in all respects

VIRASAT GROUP (BID ID -650521)