The re-sectioning and deepening of existing 35 KM Baropal - Jakhranwali-Manak Theri Drain and laterals with CD works (P-349)

Amount

Jungle clearance, thick including cutting bushes, shrubs and plants etc. for original earth work.

Earth work excavation in ordinary soil for distributies and minors having discharge less than 10 cumecs; Earthwork undressed with combined lead upto 50m.

Extra for slush or daldal that which will not support man's weight

Extra for slush or daldal that which will support man's weight

Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). Mechanically by power shovel including mechanical loading and carriage upto 1 km by tipper/dumper

Earth work in excavation for foundation of structure complete with all lift, dewaterring, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305 Depth Upto 3 metre

Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). Mechanically by power shovel including mechanical loading and carriage upto 1 km by tipper/dumper

Earth work in embankement construction, side slope etc, from already excavated earth in stockkpiles including breaking of clods and dressing with all lead and lift but excluding watering and rolling By mechanical means using motor grader etc. extra for watering the earth to bring the earth upto required O.M.C excluding rolling. Extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture content with desired density excluding watering. Field density not less than 95% of maximum dry density ( Modified proctor test)

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).

Providing and laying Structural Cement concrete (Design mix) for plain / reinforced concrete in open foundation as per drawing and technical specification as per MoRTH specification : Section 1000,1500,1700 & 2100 including form work at any level P.C.C grade M15

Providing and laying Structural cement concrete (Design mix) for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH specification section 1000, 1500, 1700 & 2100 including form work at any level RCC grade M30

Provideing and laying structural cement concrete (Design mix) for plain/reinforced concrete in open foundation as per drawing and technical specification as per Morth specification : Section 1000,1500,17000 & 2100 including form work at any level. PCC Grade M20

Providing and laying Structural cement concrete (Design mix) for plain/reinforced concrete in Sub structure as per drawing and technical specification as per MoRTH specification section 1000, 1500, 1700 & 2100 including form work at any level RCC grade M30 upto 5 mtr height

Structural cement concrete (cast in situ/precase/PSC) upto a height of 5m for reinforce concrete(design mix) in super strucuture complete including steel form work, scaffolding etc. as per drawing and technical specification as per MoRTH specification 1500 & 1700 M 30 grade T-beam and slab superstructure

Providing and fabricating stell reinforcement at any level includinging cutting, bending, placing in position and binding in foundation as per drawing and technical specification as per MoRTH specification: Section : 1600 TMT/HYSD steel reinforcement

Providing and laying HYSD/ TMT steel reinforcement at any level in substructure/ superstructure complete as per drawing and technical specification as per MoRTH Specification : Section 1600

Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete : 500mm dia Internal

Providing and laying & fixing in position RCC squn or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joints mad with prefectly air and water tight including testing of joints as per MoTH specification : clause 1000& 2900 NP 4 1200 Dia

Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide

Providing and laying Structural cement concrete (Design mix) for plain/reinforced concrete in Sub structure as per drawing and technical specification as per MoRTH specification section 1000, 1500, 1700 & 2100 including form work at any level PCC grade M15 upto 5 mtr height

Dewatering with well point equipment with high pressure diesel operated suction pump including jetting depth 3 to 6 m. as per site condition and making arrangement for proper outflow of pumped water etc. complete including labour and POL

Providing and laying granular sub-base material as per MoRTH specification table 400-1, having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured) with CBR of material not less than 15 (for rural road only) .as per MoRTH specification table 401 with all lead. For Grading III material

Earth work in foundations trenches, lift upto 1.5 m stacking the excavated soil clear from the edge of excavation and then returning excavated soil in 15 cm. layers when required into sides of foundation etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed with in a lead of 30 m. (for dowel earth work) in ordnary soil like sany loam, soft clay etc.

Construction of tube-well from ground level and upto 100 Meter depth and above sizes in all types of soils in alluvium strata by “bailing” method and without gravel packing as per IS: 2800 (Part - I& II) 1979specifications (The work includes formation of cavity well at bottom by development with appropriate air compressor or bailer pumping and also lowering of casing pipe but excluding cost of the casing pipe. The tube-well should have a throughout bore as per nominal bore of casing pipe. The work would be completed after obtaining sand free water.) 100 mm dia Nominal bore

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).

Plaster on new surface on walls in cement sand mortar 1:4 including racking of joint etc. complete fine finish 12mm thick.

Plaster on new surface on walls in cement sand mortar 1:4 including racking of joint etc. complete fine finish 25mm thick.

Painting exterior surface of Wall with 100% crylic exterior paint of approved brand and anufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect including scaffolding and safety provision New work

Providing & Fixing rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /cm2 approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 63 mm dia

Providing & Fixing rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg./cm2 approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 63 mm dia Plastic filter covering perforated PVC pipe (As per market survey ,for reference Goyal Machinery store Hanumangarh Town) (i) Pipe cost 63 mm dia = 147.00 (ii) Making holes = 150.00 (iii) Net covering = 50.00

Providing & Fixing G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the walls and floors: 50 mm dia nominal bore B Class

S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set.

PVC Coupler to join metal and PVC pipe (63 mm) (As per market survey, for reference Goyal Machinery store Hanumangarh Town)

PVC Coupler to join filter and PVC blind pipe (63 mm) dia (As per market survey, for reference Goyal Machinery store Hanumangarh Town)

PVC bottom end plug (63 mm) (As per market survey, for reference Goyal Machinery store Hanumangarh Town)

GI top end plug (50 mm) (As per market survey, for reference Goyal Machinery store Hanumangarh Town)

M/S Shree Karni traders