Providing fresh water in Holy Sarovar of Kali Mata Mandir and making provision of regulation of water including inlet and outflow of the water from the Holy Sarovar

Excavation by mechanical means (JCB or Hydraulic Excavator) in trenches for pipe lines with straight or open cutting in streets of open area including trimming and dressing sides leveling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, watering including the cost of dewatering of rain water, diversion of traffic, night signals, providing and fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc and removal of surplus soil outside/ inside the town involving lead upto 15 meters complete in all respects

Earthwork upto 1.5 meter depth for all classes of soil except rocky.

Earthwork exceeding 1.5 meter depth but not exceeding 2.25 meter depth for all classes of soil except rocky.

Earthwork exceeding 2.25 meter depth upto 3.0 meter depth for all classes of soil except rocky.

Exceeding 3.00 m depth upto 4.5 m depth All classes of soil except rocky

Earth work excavation in ordinary soil, exclusive of compensation of earth:-Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods i/c Earth work undressed with a combined lead upto 15 metres including breaking of clods.

Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work i/c carriage 25 km.

Providing 315 mm outer dia/CL-5 EPDM/SOLENT TYPE, laying, fixing and jointing of spygot and socketed uPVC pipes with all bends etc. ISI marked as per IS Code 4985 into trenches for all depth and laying out the same to correct alignment, gradients, levels etc. including jointing the pipes complete in all respects

Providing and laying PCC M-20 around the uPVC pipes, in Open Foundation complete as per Drawing and Technical Specifications. mechanical mixed and cost of vibrator including supply of and carriage of material complete in all respects

Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orangecoloured PVC steps including RCC cover with frame complete as per standard design complete in all respects. (d) Inside size 150x180 cm and 120 cm deep and Extra payable for every 0.30 m additional depth of manhole chamber in item 29.55 upto 1.80 m increase in depth.Extra payable for every 0.30 m additional depth of manhole chamber in item 29.55 beyond 1.80 m upto 3.60 m beyond addiational depth.

Extra for compaction of earthwork in 20cm layers, dressing, watering, rolling of earth complete in all respects

Backfilling/Rehandling of earthwork using hydraulic excavator CK-90. Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, all lifts and combined lead upto 30m.

Providing &fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in charge)

Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement, including removal of rubbish etc., disposal of unservice able material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within50 metre lead as per direction of Engineer-in Charge

Laying 80mm thick factory made cement concrete interlocking Paving blocks of M 40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRCSP63-2014 andof approved size and design/ shape laid in Ordinary Grey Colour and pattern over and including40mmthickcompactedbedof coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in Charge.

Providing and Laying 80mm thick factory made cement concrete interlocking Paving blocks of M 40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete asper IRCSP63-2014 and of approved size and design/ shape laid in Ordinary Grey Colour and pattern over and including40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in Charge.

Providing and fixing in position single socket SWR UPVC soil waste or anti siphonage pipes asper IS13592of E.D.C manufacturer of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing Single Socket Type A b 110mmo/dsinglesocketSWRUPVC pipe lines laid complete

Providing and installation of 5 H.P. Motor and Non –clog pump with 4” delivery pipe of standard make Kirloskar, Luby, Kalsi etc. complete in all respect .

Providing and Laying RCC Grade M-35 in Sub Strucuture height upto 5 m using Using Concrete Mixer including supply , carriage, loading and unloading of Material from an approved quarry complete as per drawing and technical specification.

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 550 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

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