Survey Supply of all material Construction of Mini Tubewell PumpHouse Rising Main Feeder Main and other appurtenance Works in Sauda Dwara Mini Tubewell Water Supply Scheme of Block Raipur District Dehradun

Amount

Providing, Supply and Carting, laying jointing (including cost of jointing materials like white lead, hemp and oil etc.) fixing and testing of M.S. galvanised screwed and socketed pipes(medium quality) speicals and fittings, including cutting and refilling etc.

Medium quality

25 mm dia.

Providing of all materials, Carting from site store to site of work, lowering into trenches with true to alingment, Laying of MSERW Pipe grade Yst 210, jointing by electrical welding process.

40 mm dia , 4.mm thick

Excavation of earth for pipe line in trenches with lift up to 1.50 M. & lead up to 30 M. including refilling, watering, ramming, of excavated earth into the trenches and removal of surplus and removal of surplus earth up to a distance of 60 M. form trenches including supply of labour, T&P etc. all complete (Assuming that 90% pipe line is laid in trenches. It is estimated that 75% excavation will be in soil mixed with shingle bajri & boulders and 25% will be in medium rocks.For New Pipe Line

Soil mixed with boulders & bajri

Medium rocks

Supply , Carting and fixing of the following fittings including cartage of materials, labour, T&P etc. complete .

SLUICE/WHEEL VALVE(CLASS-II) as per IS: 788

40 mm dia.

Supply of all materials, labour, T&P etc. and construct wheel /Air valve chambers as per type design (0.60x0.60x0.75m)

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

Earth work in excavation by mechanical means (hydraulic Excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of side and ramming of bottoms, lift upto 1.5 m, including getting out the excavated oul and disposal of surplus excavated soil as directed with a lead of 50m. all kinds of soil.

Filling available excavated earth (excluding rock) in trenches, plinth sides of foundations etx. In layers not exceeding 20cm in depth. Consolidating each deposited layer by ramming and wwatering lead upto 50m and lift upto 1.5 m.

Providing and laying in position cement concrete of specified grade excluding the cost centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying damp-proof course 40mm thick with xement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregated 12.5mm normal size)

Provinding and laying in position specified grade of reinforced cement conrete excluding the cost of centring, shttering, finishing and reinforcement- All wotk upto plinth level 1:1.5:3(1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm normal size)

Reinforced cement concrete work in wails ( any thickness) including attached pilasters, buttresses, plinth and string courses, fillet, columns, oillars, piers, abutments, posts and struts etc. above plinth level up to floor five level. Excluding cost of centering, shuttering, finshing and reingorcement 1:1.5:3(1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm normal size)

Reinforcement for R.C.C work including straightening, cutting , bending, placing in position and binding all complete. Reinforcement for R.C.C work using Themo-mechanically treated bars.

Centing and shuttering including strutting, ropping etc, and remocal of form for

Foundation, footings, bases of column, etc for mass conrete.

Columns, pillars, piers, Abutments, Posts and Struts.

Lintels, beams, plinth beams, grinders, bressumers and cantilevers.

Suspended floors, roofs, landings, balcoonies and access platforms.

Brick work with F.P.S bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse ssand)

Brick work with F.P.S bricks of class designation 75 in superstructure Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and fixing ISI marked flush door shtters conforming to IS: 2022 (Part I) non-with frame of 1st class haed 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 but hinges with necessary screws.

Providing and fixing aluminium handles ISI marked anodised (anodic not less than grade AC 10 as per IS : 1868) transparent or dyned to required colours or shade with nexessary screws etc complete : 125 mm

Poviding and fixing chormium plated brass casement stays (straight ped type) with necessary stays etc. complete : 300 mm weighing not less than 330 gms.

Providing and fixing aluminium sliding door, bolts, isi marked anodised coating not less grade ac 10 as per is:1868) transparent or dyed to required colour or shade with nuts and screws etc. complete

Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colours or shade with necessary screws etc, complete

Poviding and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colur and shade with necessary screws etc. complete. Single rubber stopper.

Providing and fixing fly proof galvanised M.S wire gauze to windows and clerestory windowa using galvanised M.S wire gauge with average width of aperture 1.4mm in both directions with wire of dia. 0.63 mm. With 12 mm mild steel U beading.

Providing and fixing pressed steel door frames confirming to IS : 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jambm bead and of required anfle theshold of mild steel angle of section 50x25mm, of base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar gaurds, lock strike-plate and shock absorbers a specified and appluing a coat of approved steel primer after pre treatment of the surface as directed by Engineer-in-charge.

Profile 'B' ( Single Pattam)

Providing and fixing factory made ISI marked steel glazed doors, windows and kilogram ventilators side/top/ centre hung with beading and all members such as K11 B and K12 B etc complete of standard rolled steel section, joints mitred and flash butt weided and sash bars ling, embeddedin cement concrete blocks 15x10x10cm of 1:3:6 (1 cement:3 coarse sand: 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing make and a priming coat of approved steel primer excluding the cost of metal beading and other fittings excepts necessary hinges or pivots complete as per approved design.

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with 5.5 mm thick glass panes.

Steel work welded in built up section/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc as required.

In gratings, farmes, guard bar, ladder, railings, brackets, gates and similar work.

Kota stone slab flooring over 20mm (average) thick base laid over jounted with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand) : 25mm thick.

Kota stone slab 25mm thick in risers of steps, skirting, dado and pillars laid on 12mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

Providing and fixing 1st quality ceramic galzed wall tiles conforming to IS:15662 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-In-Charge, in skirting, risers of steps and dados, over 12mm thick bed of cement mortar 1:3 ( 1cement : 3coarse sand) and jountinf with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

Poviding and laying pressed clay tiles (as per approved pattern 20mm nominal thickness of approved size) on roofs jounted with cement mortar 1:4 (1 cement :4 coarse sand) mixed with 2% intergral water proofing compound, laid over a bed of 20mm thick cement mortar 1:4 (1 cement :4 coarse sand) and finished neat complete.

Provinding and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS: 13592 type A including jointing with seal ring conforming to IS:

110mm diameter

Providing and fixing on wall face unplasticised- PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal exp

Coupler (110mm)

110mm bend

110mm Shoe

12 mm thick cement plaster in 1:6 (1 cement and 6 fine sand) mortar including sand) mortar including supply of all material, labour and T&P etc. required for proper completion of the work

15 mm thick cement plaster in cement mortar 1:6 on rough face of brick wall including supply of all material, labour and T&P etc.

Cement plaster 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster ( top of chajja)

Providing and applying white cement based putty of average thickness 1mm of approve brand and maufacturer, over the plastered wall surface to prepare the surface even and smooth complete

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

Finishing walls with texture exterior paint of rquired shade : New work (two or more coats applied @ 3.28 ltr/sqm) over and including primin coat of exterior applied @ 2.20kg/10sqm

Painting Steel work with deluxe multi surface paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10sqm of approved brand or manufacture

Transportation of Rig machine, camp equipage, connected T&P and necessary material, tubewell assembly pipe etc. required for drilling upto site of work including loading, unloading, erection and levelling of Rig machine in all respect.

Drilling of 200 mm dia bore by rig machine in alluvial boulders, Pebbles, rocky stone, sticky clay etc by ODEX system including lowering, welding of casing/perforated pipe from ground level to 120 mts BGL

Supply and lowering of M.S ERW (Fincut) 200 mm nominal dia casing pipe 7.1 mm thick duly properly beveled at 450 at both end [as per IS 3589/4270 ]( Plain pipe)

Supply and lowering of 200 mm dia M.S ERW (Fincut) perforated pipe 6 mm thick

Supply & fixing of 200 mm dia casing shoe suitable for odex drilling and made out of EN-24 steel.

Development of tube well by air compressor, including erection,running of compressor and yield testing through "V" notch

Development of tube well by OP unit including carting of OP unit, T&P at site running of O.P unit and yield test of TW at "V" notch

Hydrogeological survey of site

Supply of Submersible pump-set of 50 LPM cold and clear water against a total head of 165 mt. with suitable capacity motor to operate on 415±10% Volts, 3 Phase, 50 C/S A.C. Supply complete.(one no.as spare)

Supply of 4 Sq. mm PVC insulated 3- core submersible cable.

MCCB 63 Amp. with enclosure box

Supply of jointing material such as lugs, tapes etc.

Double loop earthing of all electrical equipments including supply of G.I.earth strips (25mm X 5mm), G.I.earth Plates (600mm x 600mm x 6mm), G.I.Boxes,funnel,pipe etc as required as per latest I.E.Rules will be carried out by the contractor including digging of pits, filling of charcoal and salt in pitss complete in all respect (As per I.E.Rules)

Main Piping and Valves

Supply of Gauges -

Supply of 100 mm dial pressure gauge with control cock and fittings of range 0-10 kg/cm2 - 1 No.

Supply of tools required for maintenance of pumping plants.

Supply of chain pulley block of 2 ton capacity 4.5 mtrs. lift complete with travelling trolley.

Supply of rubber resistance sheet of size 1 m × 2 m × 0.025 m.

Supply of Chlorinator Dozer pumps ,Capacity: 6 lph,8 kg/cm² pressure.

Acessories of above pump set as following

Injector and NRV with PVC pipes etc.

200 Ltr.Capacity PVC tank.

Starter cum panel

Single phase automatic stabilizer

Chlorine testing kit

Supply of Sodium hypo-chloride (Naocl) solution.

Painting of entire installation with 2 coats of super enamel paint as per direction of Engineer-In-Charge of works.

Mini RTU for SCADA based automation

SITC of servo voltage stablizer 10 kva

Double loop earthing of servo voltage stablizer including supply of G.I.earth strips (25mm X 5mm), G.I.earth Plates (600mm x 600mm x 6mm), G.I.Boxes,funnel,pipe etc as required as per latest I.E.Rules will be carried out by the contractor including digging of pits, filling of charcoal and salt in pitss complete in all respect (As per I.E.Rules)