Aug. of GWSS Munish Bahli and darkali in tehsil Rampur

Cutting in earth work in all classification of earth work such as pick work, jumper work, saturated soil, blasting soft/ hard rock or chiselling soft/ hard rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering where ever required, stacking the serviceable/ unserviceable materials/soil separately complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

NOTE:- The reflux valve shall conform to BIS 5312-1984 (part I) latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be of cast steel conforming to class 600 ASA (seat pressure 112 Kg/cm^2) as per BS-1414 ( MSERW pipe-125mm dia) .

Providing and laying cement concrete 1:5:10 ( 1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect with in all leads & lifts and as per the direction & to the entire satisfaction of the Engineer-in-Charge.

Providing and laying cement concrete 1:4:8(1Cement: 4Sand: 8Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts .

Providing and laying cement concrete 1:3:6 (1Cement: 3Sand: 6Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts .

Excavation in earth work and disposal of all excavated earth up to all leads and lifts, disposed earth to be levelled neatly dressed as per direction and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying cement concrete 1 : 1.5 :3(1 cement :1.5 sand :3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcemnt for reinforced concrete work complete in all respect with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge .

Foundation,footing,bases of columns and the like & mass concrete.

Walls (any thickness but not less than 0.10m thickness) attached pillaster, buttresses, plinth & string courses etc from top of foundaation level upto floor two level as per the direction & to the entire satisfaction of the Engineer-in-Charge.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)

Lintels , Beams , girders bressumers and cantilievers upto floor two level

Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :-

Foundation,footing,bases of columns and the like & mass concrete.

Flat surfaces such as soffits & suspended floors, roofs, landing and the like. Floor etc. upto 200mm in thickness.

Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like.

Column , pillar, post and struts square rectangular or polygonal in plan

Arches upto floor two level

Providing and fixing of Kirloskar/Leader/KSB/Pelocon/Fouress make cast iron flanged Sluice valve for suction pipe having size one or two size larger than suction size of pump such that valocity of flow is not more than 3.00 mtr/sec. with strainer of dia equal three to four times of dia of suction pipe conforming to BIS/API-standards or latest with up to date ammendments i/c all leads an lifts and lifts as per entire satifaction of engineer -in- charge.

Beams , cantiliever, girders and lintels side and sofit of beams, beam haunching, cantiliever, bressumers and lintels in any depth in all height from floor.

Prov.form work of ordinary timber plankings so as to give a rough finish i/c centring, shuttering,strutting & propping etc. ht.of propping & centring below supporting floor to ceiling not exceeding 4 mts. & removal of the same for insitu-reinforced concrete & plain concrete work in :-

Excavation in foundation trenches etc.(for pipes & pits upto all depth) in earth work in all classification of earth work such as pick work, jumper work, saturated soil , blasting soft/hard rock or chiselling soft/ hard rock including wedging out of a rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering and dewatering where ever required, stacking the serviceable/unserviceable materials/soil separately and after laying and jointing of pipes, returning the usable soil in trenches in 15 CM layers including consolidation of each deposited layers by ramming and watering and then dispositng of all surplus excavated soil, useable materials as directed within all leads/lifts including restoration of metalled surfaces to its original condition and including cost of diversion for traffic night signals, fixing caution boards, crossing over trenches for access to houses fencing etc. complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

Providing mild steel / tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position complete upto floor two level complete in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge. Tor Steel.

Steel work welded in built up section , trusses and framed work including cutting,hoisting,fixing in postion and applying a priming coat of red lead paint.

In gratings framed guard bars,ladders, railling,brackets and similar work. & as per direction & to the entire satisfaction of the Engineer-in-Charge

Edges of slab and breaks in floors & walls ( under 20 cmtr wide)

Extra for arches, domes, vaults exceeding 6 m span

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes

Providing in RCC work smooth finishing of the exposed surface with Cement mortar 1:3 (1 Cement : 3 Sand) & as per direction & to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing M.S. grills of required patterns in wooden frames of windows etc. with M.S. Flats, square or round bars with round headed bolts and nuts complete including carriage of material within all leads and lifts and as per direction of Engineer-in-charge.

Arches beyond 6.00 mts.span

Wire crate made of G.I wire filled with boulders with square cut faces against the wire. (boulder filling to be measured and paid for separately) G.I. Wire 4 mm thick corresponding to SWG-8 15cmX15cm mesh.complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

Wire crate made of G.I wire filled with boulders with square cut faces against the wire.(wire crate to be measuresd and paid for separetely)complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.20 mm M.S. laths with 1.20 mm thick top cover

Providing & Placing in horozontal layers of filtering media duly graded, screened, washed & cleaned as specified by engineer-In-charge

Top Layer:- Fine sand (eff. Size 0.20 mm to 0.40 mm & uniformity coefficient 2.00 to 3.00

2nd layer:- Coarse sand 3 mm to 6 mm

Third layer:- Bazri 20 mm to 25 mm

Fourth Layer:- Bazri 6 mm to 20 mm

Bottom Layer:- Broken stone 50 mm

Boulder filling behind the R/wall complete in all respect within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.

Brick work using common burnt clay building bricks in superstructure above plinth level to floor two level in cement mortar 1:6 ( 1Cement, 6 Sand ) of 2nd class bricks complete in all respect with in all leads and lifts.

P/F PVC pipe 100mm dia for weap holes in R/walls complete in all respect to the entire satisfaction of the Engineer-in-Charge.

Half Brick masonary in common burnt clay building bricks in cement mortar 1:4( 1Cement, 4 Sand ) of 2nd class bricks complete in all respect with in all leads and lifts.

15 mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6(1cement:6sand) within all leads and lifts.

Constructing chamber for sluice valve, 1.20x1.20x1.00mtr size (inside) & RCC top slab in cement concrete 1:2:4 mix (1cement:2sand :4 graded stone aggregate 20 mm nominal size) (with 150 mm thick walls of rcc 1:2:4 (1cement: 2sand: 4graded stone aggregate 20 mm nominal size) complete with form work & reinforcement with 8 mm bars at not exceeding 150 mm centres both ways)

Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position. 2nd. Class deodar wood.

Distempering (two coats) with oil bond distemper of approved brand and manufacture and of required shade on undecorated surface to given an even shade and including priming coat with distemper after throughly brushing the surface free from mortar dropping and other foreign matters

Priming coat over new wood and wood based surfaces after and including preparing the surface by throughly cleaning oil grease & dirt and other forgien matter

Priming on steel work with ready mixed paint brushing to give even shade including cleaning all dirt dust and other foreign matters white paint.

Providing and fixing 10 mm thick anti skid water proof stain and impect resosent heavy duty vertified tiles Nitco or equivalent 600x600x10 mm manufacture of approved shade and colour in flooring , treads of steps and landing laid over 12 mm thick cement mortor 1:3 ( 1 cement :3 sand) joined with cement slurry mixed with pigment to match the shade of tiles as required complete in all respect

Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement:3sand:6 graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth in all leads and lifts.

Painting over new wood and wood based surfaces after and including preparing the surface by throughly cleaning oil grease & dirt and other forgien matter

Painting on steel work with ready mixed paint brushing to give even shade including cleaning all dirt dust and other foreign matters white paint.

Providing and /Fixing Pannelled & glazed shutters for doors windows and clear storey windows including bright finish black enamel led iron butt hings necessary screw 40 mm thick 2nd class deodar wood.

Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :40 mm thick Shutters (Second class Deodar wood)

Providing /Fixing anodised bright finished brass sliding door bolts with nuts and screw complete

Providing under layers for plinth protection of 75 mm thick( unconsolidated) bed dry brick / stone aggregated 40 mm nominal size will rammed & consolidated & grouted with fine sand including preparation of gruond.

M.S. tower bolts (Barrel type) leads and lifts. 200x10mm.

Sliding door bolts 300x16mm.

M.S. tower bolts (Barrel type) leads and lifts. 150x10mm.

M.S. handles 125mm dia

Providing /Fixing anodised bright finished brass tower bolts ( barrel type) with screw complete

1.80mt.height fencing with 2.5mt (50x50x6 mm) angle iron post ,2.50mt centre to centre with nine horizental lines and two diagonals of galvinised steel barbed wire) IS:278-1962 type-I) weighting 9.38kg per 100mt.(minimum) strained and fixed to post complete in all respect with CC 1:5:10 within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.

P/F MS gate as per standard design i.e MS square pipe clamps, pintal sets with pin clamps in cement concrete block (150x30x29 ) size complete with second class deodar wood

Providing/Fixing 0.50mm thick prepainted steel sheet (TATA make)in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyester (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyester of 5 micron over 5 micron primer coating including fixing with prepainted iron J or L hooks, bolts & nuts 6mm dia with prepainted limpet and rubber washers complete with all accessories as required as per the direction of Engineer-in-Charge .

Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 1518 microns using self drilling/ self tapping screws complete :

Ridges plain (500 - 600mm)

Gutter (600 mm over all girth)

Barge board / Facia (Upto 300 mm

Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately) :

Flame retardant face insulating board 12mm thick

Prov laying and spreading and compacting stone agg. Of specific sizes of water bound macadam specification including spreding in uniform thickness hand packing rolling with three wheel 80-100 kN static roller in stages to proper grade and camber , applying and brooming, stone screening/binding materials to fill up the intertics of coarse agg., watering and compacting to the required density grading 1 as per technical specification clause 405 within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.

(A) by manual means

BITUMINOUS MACADAM

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000m laid over a previously prepared surface with paver finisher to the requried grade, level and alignment and rolled to achieve the desired compaction as per echnical specification clause 504 within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.

Tack coat

Providing and applying tack coat with bitumen imultion(RS-1) using imultion distrbutor at the rate of 0.25 to 0.30 kg per sq.m on the prepared bitumen surface cleaned with hydraulic broom as per technical specification clause 503 within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.

20mm thick open graded premix carpet using bitumen

Providing laying and rolling of open-graded permix carpet of 20 mm thickness composed of 13.2 mm-5.6mm aggrigate either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing course on a previously prepared laying and rolling with a three wheel 80-100 kN static roller capacity,finished to required level and grades to be followed by seal coat of either type A or type B or type C as per technical specification clause 508. within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.

Seal Coat

Providing and laying seal coat sealing the voids in a bitumen surface laid to the specified levels grade andcoss fall using type A within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.

Providing, laying, jointing, testing & commissioning at site in trenches bevelled ended BIS marked MSERW pipes of various grade conforming to IS/ISO-3183-2012 L 210 or its equivalent specifications latest with upto date amendments of following dia with upto date amendments having wall thickness and per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code in random lengths of 6 to 7 mtr. The pipes ends shall be bevelled suitable for butt welding including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable ends with upto date amendments (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site, tail pieces, tees, bends and other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions and cutting of pipes wherever required as per site requirement including carriage in all leads and lifts and as directed by Engineer-in-charge. The pipe shall haves zinc coating inside & out side conforming to IS/ISO-4736-1986 or latest with upto date amendments & shall be engraved with code IS/ISO-3183-2007 or its equivalent. The laying shall conform to BIS 5822-1970 or latest with upto date amendments with provision of scour pipe after every km by providing Tee & Sluice valve etc. complete to the entire satisfaction of Engineer-in-charge (Earth work shall be measured and paid for separately).

80 mm wall thicknes 4.80 L290 or Grade A

15 mm nominal dia

20 mm nominal dia

25 mm nominal dia

32 mm nominal dia

40 mm nominal dia

50 mm nominal dia

65mm nominal dia

Providing, laying, jointing, testing & commissioning at site in trenches bevelled ended BIS marked MSERW pipes of various grade conforming to IS/ISO-3183-2012 L 210 or its equivalent specifications latest with upto date amendments of following dia with upto date amendments having wall thickness and per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code in random lengths of 6 to 7 mtr. The pipes ends shall be bevelled suitable for butt welding including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable ends with upto date amendments (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site, tail pieces, tees, bends and other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions and cutting of pipes wherever required as per site requirement including carriage in all leads and lifts and as directed by Engineer-in-charge. The pipe shall haves zinc coating inside & out side conforming to IS/ISO-4736-1986 or latest with upto date amendments & shall be engraved with code IS/ISO-3183-2007 or its equivalent. The laying shall conform to BIS 5822-1970 or latest with upto date amendments with provision of scour pipe after every km by providing Tee & Sluice valve etc. complete to the entire satisfaction of Engineer-in-charge (Earth work shall be measured and paid for separately).

80 mm wall thicknes 4.80 L290 or Grade A

15 mm nominal dia

20 mm nominal dia

32 mm nominal dia

80 mm nominal dia

Providing & fixing full way valve with wheel of following diameter complete within all leads and lifts.

15 mm nominal diameter.

Prov and fixing cast steel sluice valve shall conform to BIS 780-1984 latest with up to date ammendments However, if the seat pressure exceeds the limits prescribed in BIS 780 then the sluice valves shall be of cast steel conforming to class 300 ASA (seat pressure 105 Kg/cm^2) as per BS 1414 ( MSERW -80 mm dia).

Providing & fixing full way valve with wheel of following diameter complete within all leads and lifts.

80 mm dia Class ASA-600

80 mm dia Class ASA-150

Laying, jointing and testing in trenches to be levelled to grade galvanised mild steel pipe light grade of following nominal diameter including fittings complete in all respect to the entire satisfaction of the Engineer-in-Charge. ( Earth work in trenches to be measured and paid for separately).

Prov and fixing cast steel double flanged Automated / self actuated non returning valves of approved make makes such as Kirloskar, BHEL, Kilburn, KSB,Leader, GLED as per BIS 1868 including all leads and lifts complete in all respect.

80 mm dia

Supply errection, testing and commisioning of horizontal spindle,horizontal split, redial split Single/Multistage centrifugal pumps of standard make such as KSB/Mathar & Platt/Jayoti/Kirloskar confirming to BIS 1520-1980 (latest with upto date ammendments) read with BIS 9137-1978 or latest to handle clear water having turbidity up to 50 ppm. with impelleres,casing ring performing funnel & shaft sleeves of bronze, shaft of steel with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate of cast steel/ mild steel to BHEL /Kirlokar/NGEF/Crompton/ Siemen/Jyoti slip ring/squirrel cage screen protected drip proof induction electric motor suitable for operation on the data given below i/c all leads an lifts and lifts as per entire satifaction of Engineer- in- charge.

Prov and fixing cast steel double flanged Non Returning Valves of approved make makes such as Kirloskar, BHEL, Kilburn, KSB,Leader, GLED as per BIS 1868 including all leads and lifts complete in all respect.

C) MOTOR i) Ref. to BIS code= BIS 325-1978 read woth 900-1992 (latest) with upto date amendements. ii). Type of enclosure of motor= SPDP (as per BIS 4691-1985 (latest). iii). Type of duty= Continous iv). Mechanical out put in KW= Suitable for driving centifugal pumps v). Class of insulation= Class-B vi). Max.permissible temp.rise of motor reqd. if different from given in B(viii) above = ----- vii). Particulars of test reqd. & where they are to be conducted.= As per terms and conditions viii). Particulars as to whether voltage limiting divice will be employed= At S/star delta starter oil immersed fully automatic to be installe between bus bar & motor shunt capacitor is also proposed to be installed for improving the power factor at site. Note:- Star delta starter upto 37.5 KW ATS between 37.5KW to 50 KW & Starter rotor with sluip ring motor beyond 50 KW ix). Motor whether squirrel cage or slipring= Squirrel cage/slipring Note:-Squiareel cage upto 65HP and slipring above 65 HP x).Details of shaft extension reqd.= Just sufficient to prode diretc drive by flexible coupling to pump. xi). Type of slip ring gear whether continouly rated or for=Continously rated for squirrel cage/slipng starting purposes only & whether to be fitted with brush lifting or short circuting arrangements or both if interlocks are required. xii). Breakway torque in terms of rated l= Breakway torque to be given by the tenderer but the current which may be taken from the supply with the starting current should not exceed 2.5 of time of the starting apparatus in circuit. full load current, xiii). Nature of load & any information regarding the = Sufficient to work the pump offered driven machine which has a bearing upon the torque reqd.during the accelearted period, the kinetic energy of the moving parts to be accelarated & No.of starts during a specified period. xiv).. Where possible fault capacity of the system to which the motor is connected.= The motor should be able to withstand intial current of 2.5 times teh rated current for two minutes without suffering damages or permanent deformation.

D) PUMP (BIS 1520-1980)read with BIS 9137-1978 both latest with upto date ammendments a). Nos of pumps reqd.= 2 Nos pumps One will act as working & 1 stand by b). Spare parts required= For two years normal maintenance as recommended by manufacturer. c). Optional fittings reqd.= Air cock for exhausting air from each stage.

Pumping machinary 1st Stage:-

Providing and fixing of Kirloskar/Leader/KSB/ make of cast steel double flanged sluice valve having size one size higher dia than the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentionmed in item No. 1(a) & conforming to BIS/API-standards with up to date ammendme

(NOTE:- The sluice valve shall conform to BIS 780-1984 latest with up to date ammendments However, if the seat pressure exceeds the limits prescribed in BIS 780 then the sluice valves shall be of cast steel conforming to class 600 ASA (seat pressure 112 Kg/cm^2) as per BS 1414 ( MSEW -80 mm dia).

NOTE:- The C.I sluice valve PN 1.6 as per IS 2906-1998).

NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge

Errection of all equipments i/c cost of tees,bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge.

Providing & fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I upto 300 mm dia.(i/c brass spindle & as per 2906-1984 class-II for dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly)