Const of 01no Tubewell by DC Rig Machine Re erection of old existing Pumping Plant to proposed tubewell and related work PF GI pipes proposed tubewell to existing overhead tank and Internal electrification in proposed pump house at NMY Kiccha

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (D.S.R.2.8.1)

Diluting and injecting chemical emulsion for POST- CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration (DSR 2.35.3.1)

Providing and laying in position cement concrete 1:4:8 (1cement :4 coarse sand:08graded stone aggregated 40mm .nominal size.) excluding the cost of centering and shuttering - All work upto plinth level. (D.S.R.4.1.8)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works upto plinth level. (D.S.R.5.33.1)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. “(Note:- Cement content considered in this item is @ 330 kg/cum.“Excess/less cement used as per design mix is payable/recoverable separately).All works above plinth level upto floor V level. (D.S.R.5.33.2)

Centering shuttering including strutting, propping etc. and removal of form work Foundations, footings, bases of columns, etc. for mass concrete. (D.S.R.5.9.1)

Columns, Pillars, Piers, Abutments, Posts and Struts. (D.S.R.5.9.6)

Suspended floors, roofs, landings, balconies and access platform. (D.S.R.5.9.3)

Lintels, beams, plinth beams, girders, bressumers and cantilevers. (D.S.R.5.9.5)

Reinforcement for R.C.C work including straighting, cutting, bending, placing in position and bending all complete Thermo-Mechanically Treated bars. (D.S.R.5.22.6)

230 th Brick work with brick of class designation 75 in foundation & plinth in cement mortar 1:6 (D.S.R.6.1.2)

Brick work with F.P.S bricks of class 75 in super structure above structure above plinth level up to floor five level in all shapes and sizes in cement mortar 1:6 (1cement:6coarse sand) (D.S.R.6.4.2

Half brick masonry with F.P.S bricks of class designation 75 in superstructure above plinth level up to floor five level in cement mortar 1:4 (1 cement : 4 coarse sand) (D.S.R.6.13.2)

Extra for providing and placing in position 2 Nos. 6mm dia. M.S.bars at every third course of half brick masonry (with F.P.S.bricks). (D.S.R.6.15)

Filling available excavated earth (excluding rock) in trenches ,plinth,sides of foundation etc . in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.(D.S.R.2.25)

Supply & Filling in plinth with sand under floors including watering, Ramming consolidating and dressing complete. (D.S.R.2.27)

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 sq.m cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. (D.S.R.4.17)

Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:Profile B Fixing with adjustable. (D.S.R.10.14.1.1 2018)

Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineerin-charge:(profile c) Fixing with adjustable lugs with split end tail to each jamb. (D.S.R.10.14.2.1)

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. (D.S.R.9.21.1 2018)

Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). (D.S.R.10.11.1)

Providing/fixing M.S. grills of riquired pattern in frames of windows etc. with M.S. flat, square or round bars etc. all complete Fixed to steel windows by welding. (D.S.R.9.48.1)

Providing & fixing of wire mesh (mosquito jalli) with labour & material comlete With 12 mm mild steel U beading.(D.S.R.9.51.2)

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with Float glass panes of thickness 4 mm. (D.S.R 10.30.1)

12mm thick plaster on the plain in side of mix 1:6 (1 cement : 6 fine sand) mortar. (D.S.R.13.1.2)

15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand) (D.S.R.13.2.2)

6mm thick cement plaster of ceiling of mix 1:3 ( 1 cement : 3 fine sand) mortar. (D.S.R.13.16.1)

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.(D.S.R. 13.80)

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer.(D.S.R 13.41.1)

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm. (D.S.R. 13.48.1)

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable sq.m shade with ordinary paint of approved brand and manufacture.(D.S.R.13.62.1)

Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately) (D.S.R 14.86)

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(D.S.R 10.2)

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group B (DSR 1.8.3)

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire (DSR 1.14.1)

2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire (DSR 1.14.2)

2 X 6 sq. mm + 1 X 6 sq. mm earth wire (DSR 1.14.3)

Supplying & Fixing of following piano type switch/socket on the existing switch box/cover including connections etc. as required.

5/6 amps switch (DSR 1.23.1)

3 pin 5/6 amps outlet (DSR 1.23.4)

Supplying and fixing metal box of 180 mm x 100 mm x 60 mm deep(nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 anos socket outlet and 15/16 amps piano type switch, connection, painting etc. as required.(DSR 1.30)

Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. (DSR 1.33)

S/F of brass batten angle holder including connection etc. as respect. (DSR 1.34)

Earthing with G.I earth plate 600 mm x 600 mm x 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7mtr. Long etc. (with charcoal or coke and salt) as required. (DSR 5.4)

Providing and Laying earth connection from earth electrode with 6 SWG dia G.I in 15mm dia G.I. Pipe FRL Som earth electrode including connection with copper thimble excavation and re-filling as required. (DSR 5.12)

Supplying and fixing 6 way, Double door and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required, (But without MCB/RCCB/Isolator. (DSR 2.3.1)

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole. (DSR 2.10.1)

Supplying and fixing 40A rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. (DSR 2.12.1)

Providing and fixing 80mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc. (DSR 18.12.8)

Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting including tube on Surface complete in all respect.

Supply and laying of 35sq. mm 3-1/2 core aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade . On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.

Transportation of rig machine D.C. with all T&P and other equipments.

Erection of rig machine.

Dismantling of rig machine.

Water & light arrangement for construction of T/W

Drilling of pilot bore hole 300mm dia from GL to 200mtr BGL

Reaming of Bore

Reaming of bore hole 450mm dia GL to 200mtr BGL

Reaming of bore hole 550mm dia GL to 55mtr BGL

Supply of tube assembly

Supply of 300mm MSERW pipe 7.0mm thick with slip and socket

Supply of 200mm dia MSERW plain pipe 7.0mm thick with slip on socket

Supply of 200mm dia MSERW slotted pipe 7.0mm thick with slip on socket

Supply of 300mmx200mm dia M.S. reducer

Supply of 200mmx100mm size M.S Girder 3 mtr long for tubewell assembly

Supply of 200mm dia bail plug with hook

Supply of 300mm MS heavy duty clamp fabricated out of 150mm x 600mm size 20mm thick with necessary Nut & Bolts

Lowering of assembly

200mm dia MSERW pipe 50mtr to 200mtr BGL

300mm dia MSERW pipe GL to 50mtr BGL

Supply of lalkuan Quarry Pea Gravel 1.6mm to 4.8mm size

Shrouding of pea gravel into the well

Back washing of the tube well

Development by 250PSI air compresser

Transportation

Erection of compressor & T&P

Developent by compressor

Dismantling of above

Development by O.P unit

Transportation

Erection of O.P unit & T&P

Developent by O.P. unit

Dismantling of above

Yield test, chemical & bacteriological test of water.

Supply & fixing of 100mm dia GM reflex valve CI/DF ISI make

Supply & fixing of 100mm dia sluice valve with hand wheel CI/DF ISI make

Supply & fixing of 100mm dia Tee CI/DF

Supply & fixing of 100mm dia Bend CI/DF

Supply & fixing of wire rope (tested) 12mm thick

Erection & commissioning of pumping plant & paint in pumping plant

Supply & fixing of 100mm dia MS double flanged pipe 1.5mtr long alongwith nut bolts & packing etc.

SICON (BID ID -403051)