Special Repair and Renovation of Cross Regulator at tail end of IGF RD 671.000 (Masitanwali) (P332)

Cutting and burning cactus and thorny bushes and sarkanda.

Uprooting Juli Flora/ sarkanda, pahari kikar or arrows upto 0.50m depth below ground level

De-watering by pumping water to maintain desired level including cost of POL/ power consumption etc complete 10 to 19 HP

Silt clearance/ Removal of blown sand/ berm unloading undressed with combined lead up to 50m for lined canal section for FSD more than 2m

Add Extra over above item for additional lead upto 200 meters.

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

Earth work excavation in ordinary soil for main canal and branches having discharge 10 cumecs & above: Kassi work undressed.

Extra on earthwork for laying in 15 to 25 cm layears including dressing and watering as per specifications

Ramming of earth work in layers by wooden or irom rammer as per specifications to attain a density 90% of maximum dry density.

Dressing of earthwork

Carriage of good earth for lead 2 km kachcha

Dressing of dowels in addition to payment for dressed earth work if top width of dowel is less than 1 mtr.

Temporary compensation for the land with crop i.e. for six month period. For command area.

Demolishing C.C work manually/mechnical means including stacking of serviciable material with in 50 m lead as per direction of engineer-in-charge 1:3:6 or Richer mix

Rubbing and clearing the surface of existing Brick/tile lining to be used as subgrade both in bed and side slopes by means of wire brushes, water / air applied under pressure through nozzle to get rid of dirt, sand etc. deposited on it, complete in all respect, as per specifications and the instructions of the engineer incharge for preparation of surface.

Providing, Laying and spreading of HDPE geomembrane confirming to IS specifications, on sub grade including jointing and cost of jointing material. HDPE 500 Micron

Providing & laying 10 cm thick Cement concrete lining , cast in situ M-15 grade (minimum cement content 322 kg per cum of concrete) ( 1cement: 2 Bajri(coarse sand): 4 Grit (Graded coarse aggregate 20 mm nominal size)) including use of mechanical mixer, formwork & vibrator, applying primer confirming to IS :3384 on panel side,finishing etc. as per specification complete in all respect including cost of primer. In bed, including pumping, scaffolding, curing, composite weight batching, transit mixer, admixer and paver

Providing & laying 10 cm thick Cement concrete lining , cast in situ M-15 grade (minimum cement content 322 kg per cum of concrete) ( 1cement: 2 Bajri(coarse sand): 4 Grit (Graded coarse aggregate 20 mm nominal size)) including use of mechanical mixer, formwork & vibrator, applying primer confirming to IS :3384 on panel side,finishing etc. as per specification complete in all respect including cost of primer. On Side Slope including pumping,scafolding,curing,composite weigh batching, transit mixer,admixure and paver.

Providing & Laying in position cement concrete for Canal Dowel foundation including curing, compaction and cost of centering and shuttering in grade M10 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing & Laying in position cement concrete for canal dowel including curing, compaction and cost of centring and shuttring in grade M15, 1:2:4 ( 1 cement : 2 coarse sand ; 4 graded stone aggregate(20mm nominal size))

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50m lead as per direction of Engineer in charge 1:4:8 or Leaner mix

Supply of synthetic Fibre 6/12 mm long. (125 gm packing) for mixing in cement plaster/ CC Lining/ CC floring or RCC confirming to IS specification

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, fixed over aluminium sheeting, 1.5 mm thick supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing Clause 801

Light vehicle i.e. Jeep, and cars etc.

Construction of Bench Mark muttam of size 30x30x75 cms in cement concrete (1:3:6) with 750 mm long 25x25x4mm. MS angle iron embedded including cost of material, curing, transportation and fixing at site with all leads and lifts complete

Reinforcement cement concreteM-15 Grede kilometer stone/local stone of standred design as per IRC 8 fixing in position including painting and printing etc as per drawing and MORTH specification clause801 ordinary kilometer stone(precast)

Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401, For Grading III Material In Two layer (1st Layer -100mm & 2nd Layer -100mm)

Bajri or equivalent screened sand as per ISI specification at site.

Crusher broken stone grit at site.

Providing and fixing up to floor five level pre cast cement concrete string or lacing courses, copings, bed plates, anchor blocks, windows sills, shelves, louvers steps, staircases, etc. including carriage, hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surface, including all T & P, curing etc. complete: M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).

Providing and fixing up to floor five level pre cast cement concrete string or lacing courses, copings, bed plates, anchor blocks, windows sills, shelves, louvers steps, staircases, etc. including carriage, hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surface, including all T & P, curing etc. complete: M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).

Guniting (Minimum density 2T/Cum) on concrete/ masonry surface with wire mesh and cement mortar 1:3, applied with compressor after cleaning surface and applying with epoxy complete as per technical specification. [MoRTH Specification :Clause: 2807]

Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding:Old work (One or more coats).

Supply of fiberglass reinforced plastic (FRP) Gauge plate for accurate measurement of water level, moulded and sandwiched with MS strip both side finish, front side engraved and moulded computerized marking of bands and figures covered in radium, eye pleasent colour combination, laminated with high abrasion grade polyurethene, provision of MS pressed channel for gauge plate more than 60 cm width etc. 15CM wide

Providing and laying factory made chamfered edge Plastic coated Designer Cement Concrete paver blocks of required strength, thickness and size/shape, made by table vibratory method, to attain superior smooth finish using PU or equivalent moulds, laid in required Grey/ Yellow/ Red or any other colour and pattern over 50 mm thick compacted bed of Coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per manufacturer's specifications and direction of Engineer-in-charge. 80 mm thick C.C. Interlocking Paver block of M-30 grade with approved color design and pattern.

Brickworkwith F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 4 (1 cement : 4 coarse sand)

Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size. 50mm x 50mm x 3.15mm.

Plaster on new surface on walls incement sandmortar 1:4 including racking of joints etc. complete fine finish : 12mm thick .

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding. New work (two or more coats) over and including scrapping and priming coat with cement primer.

Design, Drawing, fabrication, supply, erection and commissioning of Trestle assy/Railing decking/Trash rack/Structural steel hoist bridge/ structural steel hoistsupporting structure for monorail / Catwalk bridge for connecting spillway piers for all type of sluice with embedded parts consisting of columns, beams, bracings, stiffeners, ties, chequered plate covering, hand railing, ladder etc., with all other accessories for operating gates, other structure including cost of all materials, machinery, labour, tools and tackles, cutting, aligning, anchoring, welding, finishing, cleaning, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete as per specifications and approved drawings, including packing & forwarding, transportation charges for structural steel components and other materials.

Supply of water seal musical hollow knot type for canal gate having size 125x12x45 mm as per IS 11855 specification.

Supply of water seal Flat type for canal gate having size 100x12 mm as per IS 11855 specification.

Supply and fixing of stainless steel plate grade 304 having size 75x8 MM

Providing Casting machining and assembling of Cast Steel Rollers assembly complete with testing, including cost of all materials as Cast steel Rollers, Stainless steel Eccentric pin/shaft with square cut shape in one end for adjustment, Lock plate, bronze bush, cover plate, nut bolts, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and two coats of cold applied coal tar epoxy paint, etc., complete as per specifications and approved drawings with all lead and lifts, tools and tackles, including packing & forwarding, transportation charges for structural steel components and other materials.

Design, Drawing, fabrication, supply, erection, testing and commissioning of Adequate capacity electrically operated rope drum hoist according to relevant IS code, consisting of hoist platform bridge, rope drums, connecting shaft, gear system, Reduction gear unit, electric motor, electro- magnetic brake system, control panel (both indoor and outdoor), pulleys, wire rope, gate position indicator, limit switch with inbuilt manual operating system, etc. complete, with all accessories for operating gates including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, oil filling, tools and tackles, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete as per specifications and approved drawings, including packing & forwarding, transportation charges for all materials.

Painting of canal gate with 2-pack Zinc chromate/phosphate primer in two coats.The dry thickness of each coat should be 35 microns and total thickness should not be less than 70 microns. And Painting of 2-pack epoxy paint in three coats of approved colour as per Engineer in-charge. confirming to IS 104

Fixing charges of new water seal including punching hole and nut bolt complete in all respect

Removing of old water seal from canal gate, including cutting of existing nut bolts etc. complete in all respect

Labor charges for removing existing vertical lift canal gate and lowering of new / existing gate having weight 5 to 8 MT including , greasing oiling , cutting/welding of accessories as per direction of engineer in charge as per specification and drawing of the department.

Labor charges for removing existing vertical lift canal gate and lowering of new / existing gate having weight 3 to 5 MT including ,Greasing ,oiling , cutting of accessories as per direction of engineer in charge as per specification and drawing of the department excluding the cost of rollers.

Cleaning gates/ hoists/ embedded parts for re- painting by removing rust, oil, paint, grease etc., by using wire brush, scrubber, rust remover and applying a coat of rust inhibitive compound etc., complete.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : two or more coats .

Apply Priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works

Supply installation testing & Commissioning of high mast lighting system (as per PLG 07 of ILP UK techinical report no 7 of ILE UK /IS:875 Part-1 – 2015//BSEN10025/and IS:2062 )consisting of totally hot dip galvanised by piecewise single dipped method high mast, lantern carriage suitable for up to 12 nos luminaries with welded arm (excluding luminares), mast head frame assembly with full cover, including 1 No. LED 15 Watts aviation obstruction lights, double drum type self sustaining winch, integral power tool accesible from door with padlocking arrangement (winch motor with control circuit) hot dipped galvanised heavy duty pipe lightening finial, Stainless steel 6 mm dia. wire ropes (AISI 316, 7 / 19 costruction 3 no. rope for lantern carrage & 2 no. rope for winch assembly ) foundation bolt, torque limiter,EPR insulated PCP sheathed 5 core x 2.5 Sq.mm trailing cable, including outdoor type control panel for auto on / off, reverse / forward motor operation. The mast is constructed from mild steel plates (as per IS 5986 Gr. 510 ) cut and folded to form a polygonal section, telescopic jointed and welding as per BS 5135.etc. as required on Existing Foundation. ( See table P - 03 for specs.) OEM Must have Type test certificate for wind tunnel test . All as per pre approved by Engineer in charge. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR 12.5 Mtr HM (in 2 section) suitable for 6 No. Luminaries 2 no. rope for lantern carrage & 2 no. rope for winch assembly

Providing and Laying RCC Foundation for Octagonal / Conical Street Light poles, High mast Poles as per Drawing attach at Table P-4 with Following Procedure & All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . A) Excavation of Pit for Foundation Size upto required depth from Ground level B) Dressing of Pit and Dry stone pitching 200 mm thick including supply of stones and preparing surface complete. C) Providing and laying in position cement concrete of M-10 grade of 75 mm thickness D) Reinforcement for R.C.C. work with TMT bars including straightening, cutting, bending, placing in position and binding all complete. E) Centring and shuttering including strutting , propping etc. and removal of form work for Footing and Pedestal F) Providing & Fixing of 2 no. Required Size PLB HDPE Pipe & Foundation Bolt with template as per OEM Recommendations. G) Providing and Laying Reinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days. H) Providing and Fixing Nosing Angle 40 mm x 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face. Pole Foundation for Octagonal pole from 10 Mtr. To 12 Mtr.

SITC of Radiator Cooled and Turbo charged Silent DG Set of Rating 50 KVA at 0.8 pf 415V 50Hz 3 phase 1500 RPM Diesel Engine conforming to BS:649/5514 (As per latest CPCB emission norms) . All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer PWD elctrical BSR and Bid document

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