Sikri Keri and Adjoining villages Rural Water Supply Scheme under D W and S Division Hazaribagh

Amount

WATER TREATMENT PLANT

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours and necessary equipment for designing & construction of Unconventional WTP of 1.20 MLD capacity. With all complete job. (Please refer to Section 5,Sl. 2.3 of SBD)

Providing and fixing Removable Mechanism type Bulk Water Meter as per ISO 4064

a) 150 mm Dia

Elevated Service Reservoir

RCC ESR at Chandih Capacity 3.10 Lakh Liter Stagging Height - 21.00m

Intake Well With Pump House 5.00 M dia

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Earthwork in excavation of foundation trenches of toe wall Spillway head regulator , outlet ,intake well etc. as per a designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the edge of the trenches) with in initial lead of 150 M all lifts of 1.5 M as per specification and direction of E/I.

Initial lift

1st lift

Earthwark in excavation of foundation trenches of toe wall spilllway ,head regulator intake well , outlet etc. as per designed section in ordinary or soft rock (where blasting is not needed ) (Vide classification of soil item-C) with disposal of soil (beyond 50M, from the edge of the trenches) with initial lead of 150 m. and lift of 1.5 m as per specification and direction of E/I .

2nd lift

Earthwark in excavation of foundation trenches of toe wall spilllway ,head regulator intake well , outlet etc. as per designed section in hard rock where blasting is needed and stacking properly in approved stack size in approved stack yard beyond 50m from the edge of the trenches in the country side) with initial lead of 150m. and initial lift of 1.5m. as per specification and direction of E/I (Excavated hard rock size should not be more than 150 lb.).

2nd lift

3rd lift

4th lift

5th lift

6th lift

Providing and laying in position cement of specified grade excluding the cost of centering and shuttering- All work up to plinth level. 1:2:4 (1 cement:1½ coarse sand (Zone-III) : 4 graded stone aggregate 20 mm nominal size) all complete as per building specification and direction of E/I.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work Plinth Level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III):3 graded stone aggregate 20 mm nominal Size).

Reinforced cement concrete work in walls (any thickness), including attached pilasters , buttresses, plinth and string courses,fillets, columns, pillars, piers, abutments, posts shuttering, finishing and reinforcement: 1:1.5:3 (1 cement :1.5 coarse sand (Zone- III) :3 graded stone aggregate 20 mm nominal Size)

Reinforced cement concrete work in beams, suspended floors ,roofs having slove up to 15° landings, balconies, shelves, chajjas, lintels,bends, plains window sills, staircases and stair cases above plinth level up to floor five level, excluding the cost of centering ,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement :1.5 coarse sand (Zone-III) :3 graded stone aggregate 20 mm nominal size).

Reinforced cement concrete work in beams, suspended floors ,roofs having slove up to 15° landings, balconies, shelves, chajjas, lintels,bends, plains window sills, staircases and stair cases above plinth level up to floor five level, excluding the cost of centering ,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement :1.5 coarse sand (Zone-III) :3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in walls (any thickness), including attached pilasters , buttresses, plinth and string courses,fillets, columns, pillars, piers, abutments, posts shuttering, finishing and reinforcement: 1:1.5:3 (1 cement :1.5 coarse sand (Zone- III) :3 graded stone aggregate 20 mm nominal Size)

Reinforced cement concrete work in beams, suspended floors ,roofs having slove up to 15° landings, balconies, shelves, chajjas, lintels,bends, plains window sills, staircases and stair cases above plinth level up to floor five level, excluding the cost of centering ,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement :1.5 coarse sand (Zone-III) :3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended floors ,roofs having slove up to 15° landings, balconies, shelves, chajjas, lintels,bends, plains window sills, staircases and stair cases above plinth level up to floor five level, excluding the cost of centering ,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement :1.5 coarse sand (Zone-III) :3 graded stone aggregate 20 mm nominal size) all complete as per building specification and direction of E/I

Providing average 63mm RCC M-200 with nominal mix of (1:1:5:3) in chajja with approved quality of stone chips 20mm to 6mm size grade and clean course sand of FM-2.5 to 3 e.t.c

Providing TMT reinforcement (TOR steel) 12 mm as per approved design drawing , removal o f rust cutting , bending, binding including supplying annealed wire placing MS rods in position all complete job as per specification and direction of E/I.

Providing designation 75 A brick work in CM 1:6 in superstructure with approved quality of clean coarse sand of FM 2 to 2.5 including providing 10 mm thick mortar joints,cost of screening of materials, scaffolding, racking out joints to 15 mm depth curing, taxes and royalty all complete as per building specification and direction of E/I

Supplying fitting and fixing full glazed steel Supplying fitting and fixing fully glazed steel door window or ventilators standard rolled Z and mullion section and sizes as per I.S.-1038 joints met and welded with 100 x 16 x 3 mm MS lugs fixed in cement concrete (1:2:4) blocks 15 x 10 x 10 cm size including cost of oxidized iron fitting with hinges, handle per steps, catch springs 3mmv thick plain glass panes with Aluminium beads and inner frame fixed with lugs of 20 mm long 6.3mm G.I. counter sunk machine screw and nuts and applying a coat of red lead paint, carriage to work site hoisting and placing in position in all storey and taxes all complete as per building specification and direction of E/I.

Supplying fitting & fixing collapsible gate of approved size and make properly fabricated with vertical double channel 20x10x2mm, at 100mm centres and braced with MS flat diagonals 20x3mm with top and bottom rails of T irons 40x40x6mm with 38mm dia steel pulleys complete with bolts nuts locking arrangements, stoppers, handles, including applying a priming coat of red lead paint, carriage, hoisting and taxes all complete as per b u i l d i n g s p e c i f i c a t i o n & direction of E/I .

Providing 12 mm thick cement plaster (1:6) for inside &cut safe surface of p/H with clean coarse sand of P M 15 including screening, curing with all leads and lifts of water scaffolding taxes and royalty all complete as per building specification and direction of E/I.

Providing 6 mm thick cement plaster (1:4) in ceiling of P/H & jack well with clean coarse sand of FM 1.5 including screening, curing with all leads and lift of water , scaffolding taxes and royalty all complete as per building specification and direction of E/I

Providing 12 mm thick water proof cement plaster (1:3) with clean coarse sand of FM 1.5 with 5 % cicoor or any other approved water proofing compound including screening curing with all leads and lifts of water scaffolding taxes and royalty all tex etc. complete job as per building specification and direction of E/I

Providing two coat of snowcem of approved shade and make over a coat of cement of primer on new surface including preparing the plasterded surface smooth with sand paper,scaffolding, curing and taxes all complete as per building specification and direction of E/I

Providing two coat of painting with ready mixed paint of approved shade and make over steel surface thoroughly cost of scaffolding and taxes all complete as per building specification and direction of E/I

Providing & fixing R.S joist ISMB 300 x 140 mm size fitting and fixing in possion including cutting to required in shape and size, its carrage applying a priner coat of red lead paint etc. all complete job and direction of E/I.

Providing an fixing G.I pipe railling having 1.0 m height consisting 50 x 50x 6 mm thick M.S angles as vertical at 1.5 m c/c and additional post at every corner with 3 rows of 25mm dia G.I pipe of medium class variety as horizontal and painting 3 coat of oil paint over one coat of anticorrsive paint of approved colour and shade including cost of all labour transporting bents to curved shape etc. complete

Providing and fixing MS sluice gates in position as per dtailed drawing and specification including cost of all materials, labour, operating pedestal, connecting rod, painting with three coats of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.

Providing and Fixing in Position of 20 mm dia M.S. bar Step with proper anchorage, etc. and providing and applying 3coats of ant- corrosive paint , etc. complete as directed by Engineer in charge. 2 x 72 = 144

Earthwark in back filling foundation trenches or back filling of masonary structures with suitable earth in layers not exceding 150 mm thick well watered rammed and fully compacted and finaly dressed with earth obtained from excavtion of foundation and kept at a lead of 30 m and initial lead of 1.5 m complete as per specification and direction of E/I .

Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading ,unloading transportation are complete .

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

Gangway 50 M long and 3.0M wide

Earthwork in excavation of foundation trenches of toe wall Spillway head regulator , outlet ,intake well etc. as per a designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the edge of the trenches) with in initial lead of 150 M all lifts of 1.5 M as per specification and direction of E/I.

Initial lift

1st lift

Earthwark in excavation of foundation trenches of toe wall spilllway ,head regulator intake well , outlet etc. as per designed section in ordinary or soft rock (where blasting is not needed) (Vide clasification of soil item C) with disposal of soil (beyond 50 m from the edge of trenches) with intial lead of 150 m. and lift of 1.5 m as per specification and direction of E/I .

E/W in excavation of foundation trenches of toe wall spilllway ,head regulator intake well , outlet etc. as per designed section in hard rock where blasting is needed and stacking properly in approved stack size in approved stack yard beyond 50m from the edge of the trenches in the country side) with initial lead of 150m. and initial lift of 1.5m. as per specification and direction of E/I (Excavated hard rock size should not be more than 150 lb.).

Providing and laying in position cement of specified grade excluding the cost of centering and shuttering- All work up to plinth level. 1:2:4 (1 cement:1½ coarse sand (Zone-III) : 4 graded stone aggregate 20 mm nominal sizeall complete job of as per building specification and direction of E/I.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work Plinth Level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III):3 graded stone aggregate 20 mm nominal Size).

Reinforced cement concrete work in walls (any thickness), including attached pilasters , buttresses, plinth and string courses,fillets, columns, pillars, piers, abutments, posts shuttering, finishing and reinforcement: 1:1.5:3 (1 cement :1.5 coarse sand (Zone- III) :3 graded stone aggregate 20 mm nominal Size)

Reinforced cement concrete work in walls (any thickness), including attached pilasters , buttresses, plinth and string courses,fillets, columns, pillars, piers, abutments, posts shuttering, finishing and reinforcement: 1:1.5:3 (1 cement :1.5 coarse sand (Zone- III) :3 graded stone aggregate 20 mm nominal Size)

Reinforced cement concrete work in beams, suspended floors ,roofs having slove up to 15° landings, balconies, shelves, chajjas, lintels,bends, plains window sills, staircases and stair cases above plinth level up to floor five level, excluding the cost of centering ,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement :1.5 coarse sand (Zone-III) :3 graded stone aggregate 20 mm nominal size).

Reinforced cement concrete work in beams, suspended floors ,roofs having slove up to 15° landings, balconies, shelves, chajjas, lintels,bends, plains window sills, staircases and stair cases above plinth level up to floor five level, excluding the cost of centering ,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement :1.5 coarse sand (Zone-III) :3 graded stone aggregate 20 mm nominal size). all complete job as per building specification and direction E/I

Providing M.S. reinforcement (tor steel) as per approved design, drawing, re-moval of rust, cutting, bending, binding including supplying annealed wire, placing M.S. rods in position all complete as per Specification and direction of E/I.

Providing 12 mm thick cement plaster (1:4) with approved quality of sand of requisite F.M.1.5 w a s h e d a n d screened including curi n g , scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification & direction Of E/I.

Providing 6 mm. Thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification & direction of E/I.

Providing &Fixing G.I Pipe Railling having 1.0 m height consisting 50 x 50 x 6 mm thick M.S Angles as verticals at 1.5M c/c , and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal & painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour & shade including cost of all labour, transporting bends to curved shape, etc. complete.

Providing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing plastered surface the smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I.

Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Stone/Stone Chips 11 KM lead

Mechanical & Electrical Work at Intake well

Supply, installation, testing and commisssioning of vertical turbine pumpsets with allied equipment as under (Please refer to Section 5,Sl. 2.4 of SBD)

Vertical Turbine Pump [make: Kirloskar/WPIL/Mather & Platt/ as per IS: 1710, SIC of VT pump set water lubricated, single/multi stage, having Bronze Impeller, Stainless steel shaft, MS column pipe, line shaft etc. capable of discharging 13.42 LPS against the head of 36 m coupled with vertical hollow shaft energy efficient TEFC squirrel cage induction motor (IF3) as per IS 12615, having 20% more BHP than pump, operating on 3 Phase, 415V, 50Hz & A.C. Supply having 4 pole & 1500 rpm [make: Kirloskar/ ABB/ Crompton Greaves/ Marathon] all complete along with all arrangements for required discharge & head, base plate & other accessories such as suitable coupling spider bearing foot valve with strainer sluice valve (PN-1.6), NR valve, reducer, pressure gauge, specials, PCC foundation, nut & bolts, piping works for suction & delivery pipe, fitting & fixing with commaon header, etc. all complete required for the job. (As per the Indian standard and Instruction of E/I.)

Discharge- 13.42 LPS and Head- 40 m (1W+1S)

Supplying and erecting Fully Automatic Star Delta starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load element, and ON - OFF push buttons, with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser.

Supplying and erecting 50 sqmm XLPE / PVC insulated, armoured cable 1100 V grade with ISI mark Three and half core, stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete erected on wall / on pole with 25 X 3 mm M.S. clamps or in provided trench in an approved manner from Transformer to LT panel.

Supplying and erecting 10 sqmm XLPE / PVC insulated, Unarmoured cable 1100 V grade with ISI mark Three core, stranded Copper conductor erected on wall / on pole in provided trench in an approved manner from LT panel to Motor.

Cost of earthing as per IS for each motors.

Providing, erecting 40 KVA Servo Controlled Automatic Voltage stabiliser suitable for output voltage of 415 Volt +/-1%, 3 Ph, 50 Hz, with copper wound transformer (Oil cooled) with oil for Input 270 to 460 Volt. The stabilizer shall be incorporated with protections and indications like Over Voltage / Under Voltage, Single Phasing, Cut off contactor with electronic output sensing unit, etc. all complete.

Construction of DP structure in PCC Pole for transformar with different type of MS channels, M.S. angles, brackets, insulators, AB Switch, three set of horn gap fuse, DO fuse and lightening arrester, nut bolts, fabrication work required for the job, cost of earthing of transformer (Two nos., one no. for neutral and one for body) with all required material labours, cost of providing disc & pin insulator for HV and LV side of the transformer, testing of dielectric strength of transformer oil etc. for transmission of power. All complete job as per I.E. rules.

Providing , erecting triple spur gear type 3 Tonne chain pulley block with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark with travelling trolley.

Providing internal and external lighting by wiring and installing lumenaries with suitable Wattage of LED light fittings in pump house, gangway, etc. all complete for Raw Water Plant.

Supplying, Installation and erecting of Lightening Arrester at pump house of approved make and 2 nos. Fire extinguisher & 2 nos. First aid box, etc. at Pump house. Including 2 nos. Rubber Matting for Electrical Equipment.

(Mechanical & Electrical Part at WTP)

Suply, installation, testing and commisssioning of horizontal casing centrifugal pumpsets with alied equipment as (Please refer to Section 5,Sl. 2.5 of SBD)

Horizontal Split Casing / Multistage Centrifugal Pump [make: Kirloskar/WPIL/ Mather & Platt) as per IS: 5120, SIC of Horizontal Split Casing / Multistage Centrifigal Pump having Bronze Impeller Stainless steel shaft etc. capable for rated discharge and head coupled with energy efficient TEFC squirrel cage induction motor (IE3) as per IS 12615 having 15% more BHP than pump operated on 3 phase 415V, 50Hz having 4 pole & 1500 rpm [make: Kirloskar/ ABB/ Crompton Greaves/ Marathon] mounted on common base plate along with all arrangements for required discharge & head including all other accessories such as suitable coupling foot valve with strainer , sluice valve (PN 1.6) NR valve reducer , pressure gauge, special , PCC foundation nuts & bolts piping works for suction and delivery pipe, fitting & fixing with common header, etc. all complete required for the job (As per the Indian standered and Instruction of E/I.)

Discharge :- 13.42 LPS and Head- 60m (1W+1S)

Supplying and erecting Fully Automatic Star Delta starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load element, and ON - OFF push buttons, with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser.

Supplying and erecting 120 sqmm XLPE / PVC insulated, armoured cable 1100 V grade with ISI mark Three and half core, stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete erected on wall / on pole with 25 X 3 mm M.S. clamps or in provided trench in an approved manner from Transformer to LT panel.

Supplying and erecting sqmm XLPE / PVC insulated, unarmoured cable 1100 V grade with ISI mark Three core, stranded Copper conductor erected on wall / on pole in provided trench in an approved manner from LT panel to Motors.

a) 16 sqmm

Cost of earthing as per IS for each motors.

Providing, erecting 75 KVA Servo Controlled Automatic Voltage stabiliser suitable for output voltage of 415 Volt +/-1%, 3 Ph, 50 Hz, with copper wound transformer (Oil cooled) with oil for Input 270 to 460 Volt. The stabilizer shall be incorporated with protections and indications like Over Voltage / Under Voltage, Single Phasing, Cut off contactor with electronic output sensing unit, etc. all complete.

Construction of DP structure in PCC Pole for transformar with different type of MS channels, M.S. angles, brackets, insulators, AB Switch, three set of horn gap fuse, DO fuse and lightening arrester, nut bolts, fabrication work required for the job, cost of earthing of transformer (Two nos., one no. for neutral and one for body) with all required material labours, cost of providing disc & pin insulator for HV and LV side of the transformer, testing of dielectric strength of transformer oil etc. for transmission of power. All complete job as per I.E. rules.

Providing , erecting triple spur gear type 3 Tonne chain pulley block with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark with travelling trolley.

Supplying, Installation and erecting of Lightening Arrester at pump house of approved make and 2nos. Fire extinguisher & 2nos. First aid box & 2nos. Rubber Metting, etc. at Pump house.

Raw Water Rising main.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Laying of Raw & clear water Rising Main (Please refer to Section 5,Sl. 3.0 of SBD)

Providing and Supplying ISI mark centrifugally cast (spun) ductile iron pressure pipe for water works with socket a n d s p i g o t e n d s confirming to IS8329/2000 in standard working lengths of 4.5,5.5&6.0M for clasification K7 & K9 suitable for push- on - joint (Rubber gasket D jointing) with cement mortar lining inside the pipes with outside zinc and bituminous coating including transportation, inspection charges taxes & duties contractor profit and over head charge etc. (including cost of 1 no. gaskate for each pipe.

DI Pipe 150 mm dia Class K-9

Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes including complete as per I.S. 9523 class K12 (Ex factory Rates) Incpection charges Transpotation.

Providing and Supplying ISI mark CI D/F reflux valves (non return valves) of following dia inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stores/ site, unloding, stacking etc. complete. Reflux valves as per I.S. 5312 Part l (1984) Without bypass arangement PN-1.6 150 mm Dia

Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. complete . (without bypass Arrangement )

Sluice valve PN 1.6 150 mm dia

Scour valve

PN 1.6 100 mm dia

Providing and supplying air valves as per IS - 14845-2000 and M J P's Standard specifications of approved make and quality of following diameters including all taxes (central and local ) , railway friegth, insurance third party inspection charges loading unloading transportation up to departmental store/site etc.complete .

Single Ball Flanged / screwed Type P.N 1.6 Dia- 40 mm

Earth Work in excavation (As per I.S. 3114/1965) for laying of Different types and size of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in-charge (b) For classification of soil item -B

Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained (50 m away from the edge of the trenches ) with initial lead of 150 m and initial lift of 1.5 m as per specification amnd direction of E/I.

Supplying labours, tools , tackles, lubricant etc for laying and jointing C.I.S/S Tyton pipes (class L A/DI) trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S.-5382-1969) and making gasket joint s including providing night guard ,barrier and red light to safe guard against accident ,all complete ( Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per (I.S.S.3114-1985) as per design, specification and direction of E./I. (without cost of rubber gasket)

150 mm dia DI K-9

Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer –in–charge including cost of conveyance from store to site of work, cost of all material and giving satisfactory hydraulic testing etc. complete.(for all class of valves).

40 mm dia

Supplying Labour and tools for fixing C.I. sluice valve in trenches with a pair of C.I. Tail piece including making lead caulked joints and flanged joints as per I.S.S .specification , including supplying all jointing materials (Pig lead confirming to I.S.S. 782-1978, yarn confirming to I.S.S. 6587– 1972 and nuts and bolts confirming to I.S.S. 1364 – 1983) including drilling holes in flanges if required as per specification and direction of E/I. (Sluice valve and pieces to be supplied departmentally free of cost).

Sluice valve PN 1.6 150 mm dia

Scour valve PN 1.6 100 mm dia

Earthwork in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in - Charge (for classification of Soil item A & B)

Supplying Labour ,tools and tackles for testing of laid C.I / DI or U.P.V.C or H.D.P.E or A.C pressure pipe up to 60 meter head of water all complete as per specification andection of E/I (Water to be supplied free of cost

150 mm Dia Pipe

Labour charge for one cutting of C.I/ D.I and specials including suppying supplying , necessary tools and plants ,chipping or filling the surface finish as per specification and direction of E/I

150 mm Dia Pipe

Construction of B.W. masonry valve chamber of size 1.50 x 1.20 x 1.80 mt. as per enclosed annexure

Supply all materials & construction of Thrust Block where required

Clear Water Rising main.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Laying of Raw & clear water Rising Main (Please refer to Section 5,Sl. 3.0 of SBD)

Providing and Supplying ISI mark centrifugally cast (spun) ductile iron pressure pipe for water works with socket a n d s p i g o t e n d s confirming to IS8329/2000 in standard working lengths of 4.5,5.5&6.0M for clasification K7 & K9 suitable for push- on - joint (Rubber gasket D jointing) with cement mortar lining inside the pipes with outside zinc and bituminous coating including transportation, inspection charges taxes & duties contractor profit and over head charge etc. (including cost of 1 no. gaskate for each pipe.

DI Pipe 150 mm dia Class K-9

Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes including complete as per I.S. 9523 class K12 (Ex factory Rates) Incpection charges Transpotation.

Providing and Supplying ISI mark CI D/F reflux valves (non return valves) of following dia inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stores/ site, unloding, stacking etc. complete. Reflux valves as per I.S. 5312 Part l (1984) Without bypass arangement PN-1.6

150 mm Dia

Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. complete . (without bypass Arrangement )

Sluice valve PN 1.6 150 mm dia

Scour valve PN 1.6

100 mm dia

Providing and supplying air valves as per IS - 14845-2000 and M J P's Standard specifications of approved make and quality of following diameters including all taxes (central and local ) , railway friegth, insurance third party inspection charges loading unloading transportation up to departmental store/site etc.complete .

(Single Ball Flanged / screwed Type Air Valve P.N 1.6 Dia- 40 mm )

Earth Work in excavation (As per I.S. 3114/1965) for laying of Different types and size of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in-charge (b) For classification of soil item -B

Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained (50 m away from the edge of the trenches ) with initial lead of 150 m and initial lift of 1.5 m as per specification amnd direction of E/I.

Supplying labours, tools , tackles, lubricant etc for laying and jointing C.I.S/S Tyton pipes (class L A/DI) trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S.-5382-1969) and making gasket joint s including providing night guard ,barrier and red light to safe guard against accident ,all complete ( Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per (I.S.S.3114-1985) as per design, specification and direction of E./I. (without gasket)

150 mm dia DI K-9

Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer –in–charge including cost of conveyance from store to site of work, cost of all material and giving satisfactory hydraulic testing etc. complete.(for all class of valves).

40 mm dia

Supplying Labour and tools for fixing C.I. sluice valve in trenches with a pair of C.I. Tail piece including making lead caulked joints and flanged joints as per I.S.S .specification , including supplying all jointing materials (Pig lead confirming to I.S.S. 782-1978, yarn confirming to I.S.S. 6587– 1972 and nuts and bolts confirming to I.S.S. 1364 – 1983) including drilling holes in flanges if required as per specification and direction of E/I. (Sluice valve and pieces to be supplied departmentally free of cost).

Sluice valve PN 1.6 150 mm dia plus NR Valve

Scour valve PN 1.6

100 mm dia

Earthwork in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in - Charge (for classification of Soil item A & B)

Supplying Labour ,tools and tackles for testing of laid C.I / DI or U.P.V.C or H.D.P.E or A.C pressure pipe up to 60 meter head of water all complete as per specification andection of E/I (Water to be supplied free of cost

150 mm Dia

Labour charge for one cutting of C.I/ D.I and specials including suppying supplying , necessary tools and plants ,chipping or filling the surface finish as per specification and direction of E/I

150 mm Dia

Construction of B.W. masonry valve chamber of size 1.20 x 0.90 x 1.50 mt. as per enclosed annexure

Supply all materials & construction of Thrust Block where required

DISTRIBUTION MAIN

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earth Work in excavation (As per I.S. 3114/1965) for laying of Different types and size of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and life asper specification and direction of Engineer in-charge (b) For classification of soil item -B

Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained (50 m away from the edge of the trenches ) with initial lead of 150 m and initial lift of 1.5 m as per specification amnd direction of E/I.

Supplying tools and cutting road as well restoring the same as per specificat i o n a n d direction of E/I

a) Pucca Road (Except Black top only taken out material to be used) for cutting road as per requirement.

Water Bound Macadam road (taken out material will be used) for cutting road as per requirement

Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15 meter lead and disposal of un-serviceable materials with all leads all complete as per direction of E./I.

Providing PCC M-150 in nominal mix of (1:2:4) in f o u n d a t i o n w i t h a p p r o v e d quality of stone chips 20 mm -6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening shuttering mixing cement concrete in mixer and placing in position vibrating Striking curing taxes and royalty all complete as per b u i l d i n g s p e c i f i c a t i o n a n d direction of E/I.

Earthwork in back filling the t r e n c h e s a f t e r l a y i n g different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification a n d d i r e c t i o n o f E n g i n e e r - i n - C h a r g e ( f o r classification of Soil item A & B)

Providing and Supplying ISI mark centrifugally cast (spun) ductile iron pressure pipe for water works with socket a n d s p i g o t e n d s confirming to IS8329/2000 in standard lengths of class K-9 suitable for push- on - joint (Rubber gasket D jointing) with cement mortar lining inside the pipes with outside zinc and bituminous coating including transportation, taxes & duties contractor profit insurance carriage to work site with loading Unloading etc stacking including inspection charges and all taxes all complete. (including cost of one no. gasket for each pipe)

100 mm dia DI Pipe Class K-7

150 mm dia DI Pipe Class K-7

200 mm dia DI Pipe Class K-7

Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes including ED, CST, all taxes, etc. coplete as per I.S. 9523.

Supplying labours, tools , tackles, lubricant etc for laying and jointing DI / C.I.S/S Tyton p i p e s ( c l a s s L A ) t r e n c h e s s u p p l y i n g r u b b e r g a s k e t (Rubber gaskets confirming to I.S.S.-5382-1969) and making g a s k e t j o i n t s i n c l u d i n g providing night guard ,barrier and red light to safe guard against accident ,all complete ( P i p e t o b e s u p p l i e d departmentally free of cost and laying of pipes is to be done as per (I.S.S. 3114-1985)as per d e s i g n , s p e c i f i c a t i o n a n d direction of E./I. (without gasket)

100 mm dia DI Pipe Class K-7

150 mm dia DI Pipe Class K-7

200 mm dia DI Pipe Class K-7

Supplying Labour ,tools and tackles for testing of laid C.I / DI or U.P.V.C or H.D.P.E or A.C pressure pipe up to 60 meter head of water all complete as per specification andection of E/I (Water to be supplied free of cost

100 mm dia DI Pipe Class K-7

150 mm dia DI Pipe Class K-7

200 mm dia DI Pipe Class K-7

Labour charge for one cutting of C.I/ D.I and specials including suppying supplying , necessary tools and plants ,chipping or filling the surface finish as per specification and direction of E/I

100 mm dia DI Pipe Class K-7

150 mm dia DI Pipe Class K-7

200 mm dia DI Pipe Class K-7

Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. complete . (without bypass) P. N. - 1.0

Sluice valve - 100 mm dia

Sluice valve - 150 mm dia

Sluice valve - 200 mm dia

Scour valve - 100 mm dia

Supplying Labour and tools for fixing C.I. sluice valve in trenches with a pair of C.I. Tail piece including making lead caulked joints and flanged joints as per I.S.S. specification,including supplying all jointing materials (Pig lead confirming to I.S.S. 782-1978, yarn confirming to I.S.S. 6587– 1972 and nuts and bolts confirming to I.S.S.1364 –1983) including drilling holes in flanges if required as per specification and direction of E/I. (Sluice valve and pieces to be supplied departmentally free of cost).

Sluice valve - 100 mm dia

Sluice valve - 150 mm dia

Sluice valve - 200 mm dia

Scour valve - 100 mm dia

Construction of B .W . masonry valve chamber of size 1.20 x 0.90 x 1.50 mt. as per enclosed annexure

Providing and fixing Removable mechanism bulk water meter as per ISO 4064-200mm dia

Twin Type Staff Quarter - 1 Unit (Please refer to Section 5,Sl. 2.7 of SBD)

E/W in Excavation in foundation trenches in ordinary soil (Vide classification of soil Item -A) & disposal of excavatd earth obtained to a distance up to 50 M including all lift leveling ramming the foundation trenches removing root of trees scrubs all complete as per approved design.

Providing ,coarse clean sand in filling in foudation trenches /in Plinth including ramming & watering in layers not exceeding 150 mm thick with all leads lift including cost of all materilas ,labour , royalty & taxes all complete as per building specification & direction Of E/I

Providing designation 75 A one brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I

Providing P.C.C M-100 in nominal mix of (1:3:6) in foundation with appoved quantity of stone metal (50 mm 25 mm dia size)graded & clean coarse sand of F.M 2.5 to 3 including screening , shuttering , mixing cement concrete in mixer & placing in position , vibrating , striking , curing taxes & royalty all complete as per building specification & direction of E/I

Providing designation 75 A brick work in C.M. (1:6) in foundation 7 Plinth with approved quality of clean coarse sand of F.M 2 to 2.5 including Providing 10 mm thick mortar joints ,Cost of screening , materials , Scaffolding , raking out joints to 15 mm depth curing , taxes & royalty all complete as per building specification & direction of E/I

Providing 25 mm thick damp proof coarse with cement concrete M-150 with nominal mix of (1:2:4) with approved quality of stone chips of 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to3 including screening , shuttering mixing cement concrete in mixer with 5% cico or any other approved water proffing compound and placing in position , vibrating , striing , curing , taxes & royalty all complete as per building specification & direction of E/I

Providing designation 75 A brick work in C.M (1:6) in super structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing10 mm thick motar joints ,cost of screening , materials, scaffolding,raking out joints to 15 mm depth curing , taxes & royalty all complete as per building specification & direction of E/I

Providing R.C.C M-150 with nominal mix of (1:2:4) in lintel level with approved quality of stone chips 20 mm to 6mm size graded & clean coarse sand of F.M 2.5 to including screening , centring, shuttering and mixing cement concrete in mixer & placing in position vibrating striking curing (but excluding the cost of reinforcement ) taxes & royalty all complete as per building specification of (E/I.

Centering and Shuttering

Providing average 63 mm thick R.C.C M -150 with nominal mix (1:2:4) chajja in shelves with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand of F.M 2.5 to 3 including making drip course in concrete , screening , centering shuttering & mixing cement concrete in mixer & placing in position vibrating ,striking ,6 mm cement plaster (1:4) in celling & sides of chajja with sand of F.M 1.5, Curing ( But excluding the cost of reinforcement ) taxes and royalty all complete as per building specification of E/I

Centering and Shuttering

Door & Windows

Shelves

Providing R.C.C M-150 with nominal mix of (1:2:4) in roof slab with approved quality of stone chips 20 mm to 6 mm size Graded & Clean coarse sand F.M 2.5 to including making drip course in cocrete , screening , concreting , shuttering , centring mixing cement concrete in mixer & placing in position , vibrating ,striking, curing (but excluding the cost of reinforcement) taxes & royalty all complete as per building Specification & direction of the E/I

Centering and Shuttering

Supplying fitting & fixing good quality ,well dressed & well seasoned sal wood work in choukhat in doors , windows , skylights , fan light and C/W celestial windows openings , including wedge over all clamps complete including application of two coats of wood preservative of approved quality on the surface butting walls & lintels all complete as per building specification & direction of E/I

Supplying fitting and fixing 250X20X6 mm L-type M.S Clamp properly fish tailed .including making holes and setting the same in 375 X125X75 mm cement concrete block (1:2:4) with cost of all labour and materials and taxes as per building specification and diection of E/I @6 for each door & 4 for each window Total Quantity -(2X3X6+2X4X4)=68 nos

Supplying all materials , labours and fitting & fixing 38 mm (1.5) thick good quality seasoned sal wood battened shutter ledged & braced in door and windows with oxidized iron fitting such as hingles ,sliding door bolts , tower bolts , handles or ings hooks and eye , cleats , sand block as per schedule , taxes & royalty all complete as per building specification & direction of Engineer -in- charge

Supplying , fittings & fixing M.S /Gril made of 20X6 mm M.S flat as per approved design & drawing properly fabricated with joints continous filllet welded and finshed smooth , carriage of grill to work site hoisting as per the building specification and direction of E/I ( where materials is not supplied by the Deptt .)

Providing 25 mm thick pre cast R.C.C M-150 with nominal mix of (1:2:4) in jali with approved quality to stone chips of 6mm nominal size and clean coarse sand of FM 2.5 to 3 with 1.6 mm thick M.S wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar (1:3) including cost of curing , Scaffolding and finishing all complete as per building specification and direction E/I

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

Supplying , fitting and Fixing M.S Grill gate made of 20X 6 mm M.S or 16 mm M.S raurbar Flat fitted on 25 mm X 25 mm X 6mm M.S angle frame of size 60X60X6 as per approved design including cost of fabrication & drawing , properly fabricated with joints continuous fillet welded & finished smooth, providing necessary locking arrangements with Haskell & dummy duly fixed in C.C (1:2:4) blocks of reuired size applying a priming red lead paints over steel works , taxes , carriage of grill to work site , asper the building specification & direction of E/I ( where materials is not supplied by the Dept)

Providing 6 mm thick cement plaster (1:4) in celling with approved quality of clean coarse sand of F.M 1.5 including screening , curing with all leads & lifts of water , scaffolding , taxes & royalty all complete as per building specification & direction of E/I

Providing 12 mm thick cement plaster (1:6) with approved quality of clean coarse sand of F.M 1.5 including screening .Curing with all leads & lifts of water , Scaffolding , taxes 7 royalty all complete as per building specification & direction of E/I.

Providing cement 1:3 (12mm ) plaster with cement mortar (1:3) using clean coarse sand finishing with neat punning a dado 6" (150 mm) high a side room and out side wall upto plinth level includng screening , curing with all leads & lifts of water , scaffolding , taxes and royalty all complete as per building specification & direction of E/I

Filling in foudation trenches & Plinth in layers not exceeding 150 mm thick well watered ,rammed ,fully compacted & fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 m & lift of 1.5 m all complete as per building specification & direction of E/I ( Mode of measurement compacted volume)

Providing 25 mm thick . First class patent stone flooring (1:2:4) with stone chips in two layers ,bottom layer 19 mm thick (1:2:4) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick (1:2) with 6 mm down stone chips in pannels including cost of curing , finishing the surface smooth by rubbing with carborandum stone taxes & royalty with all complete as per building specification & direction of E/I

Providing designation 75 A one brick on edge flooring in C.M (1:4) with top surface flush pointed in CM (1:4) approved quality of clean coarse sand of F.M 2 to 2.5 including the cost of screening ,raking out joints to 15 mm depth , curing taxes,royalty all complete as per building specification and direction (E/I)

Providing all materials , labours & doing two coat snowcem with approved quality of lime over the new surface including the cost of cleaning surface thoroughly and removing the scales of smoke & ash marks with jhama rubbing ,scaffolding washing of floor sand taxes all complete as per building specification and direction of E/I

Providing all materials,labours & doing 2 (two ) Coat colour washing over a coat of white washing over new surface with approved quality of lime & Colour over the new surface including the cost of clening surface thoroughly and removing the scales of smoke & ash marks with jhama rubbing , scaffolding washing of floor sand taxes all complete as per building specification and direction of E/I

Providing two coats of painting with readymix paint synthetic enamel paint over a coat of primer of approved shad and make over new wooden surface after cleaning, removing dirt scales ,smokes,grease and sand papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I

Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning , removing rust ,dirt ,scales ,smokes and grease and cleaning the surface thouroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I

Providing 2(two) coats of Paniting with ready mixed paints of approved shade & make over steel surafce including cleaning the surface thouroughly , scaffolding & taxes all complete as per building specification & direction of E/I

Providing 10 mm (TMT) Fe 500 TOR for steel reinforced as per approved design and drawing excluding carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire with cost of wore removal of rust placing the rods in position all complete as per building specification and direction of E/I

Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete .

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

Water Supply Sanitation Installation (Plumbing work)

Supplying and laying GI pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes in size and threading ends where necessary including carriage of materials up to work site etc. all complete as per specification and direction of E/I.

i) 25mm GI. Pipe.

ii) 15 mm GI. Pipe.

Supplying materials and labours for fixing GI Pipes with red lead paints and yarn with screwed and sockted joints on wall, celling and floor including supplying of wall hooks of pipe clamp, wooden plugs, cutting pipe to size and threading ends where necessary all complete as per specification and direction of E/I.

i) 15 mm GI. Pipe

Supplying, fitting and fixing of GM ferrule of approved make in DI/CI main including drilling and tapping CI/DI main etc. all complete as per specification and direction of E/I.

Supplying and fixing GI fittings of approved make all complete as per direction of E/I.

(a) Elbow 15 mm dia

(b) Tee plane 15mm dia

(c) Nipple 15mm dia.

(d) Union Socket 25mm dia

(e) Union Socket 15mm dia

(f) Brass bib cock 15mm dia

(g) C.I stop cock 15mm dia

(h) C.I. stop cock 25mm dia

(i) Reducing Socket 25x15mm

(j) Tee 25x25x15mm dia

Supplying, fitting and fixing vitreous white glazed earthen were I W C of parry Hindustan or any other I.S.S approved make with 100 mm HCI ‘P’ trap, 15 Liters CI pull and let go flushing cistern of names or other ISS equivalent make complete with all fittings C.I. or C.C brackets, 32 mm, alkathene /PVC telescopic flush pipe about 2 mtrs. long with one brass coupling and clamps, GI chain and pull including supplying and fixing a pair of vitreous white glazed earthen were footrest to be fixed in floor, 15 mm .CI body brass spindle, stop cock of weight not less than 50 grams, 15 mm. PVC connection pipe 450 mm. long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I. (510mm.long with 12.5 Liter low level PVC System).

SEPTIC TANK and SOAK PIT

Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I.

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of E/I.

Providing designation 75A one Brick flat soling, joints filled with local sand including cost of watering, tax, royalty all complete as per building specification and direction of E/I.

Providing P.C.C M150 with nominal mix of (1:2:4) in foundation with approved stone chips 20mm to 6mm size well graded and clean course sand of FM-2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, Vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.

Providing water proof cement plaster (1:3) with clean course sand of F.M- 1.5mm with 5% cico or any other approved water proofing compound including taxes and royalty all complete as per building specification and directions of E/I.

(a) 19 mm thick

(b) 12 mm thick

Providing designation 75A bricks work in C.M. in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints, cost of screening materials racking out joints to 15 mm. depth, curing taxes and royalty all complete as per building specification and direction of E/I.

(a) B/W in C.M (1:4)

(b) B/W 75-B in (1:6) for Soak pit

(c) Brick work in dry masonry for soak pit.

Providing pre cast R.C.C. M-150 with nominal mix of (1:2:4) slab of desired size with approved quality of stone chips and clean coarse sand of FM 2.5 to 3 including curing, shuttering, carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement), taxes and royalty etc. all complete as per building specification and direction of E/I.

Providing for reinforcement as per approved design and drawing excluding carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per Specification and direction of E/I.

10 mm dia

Supplying fitting and fixing H.C.I. Pipe/ H.C.I. fitting of Approved make confirming to I.S.S 1729 including supplying nails and bobbins lead and yarn from making lead caulked joints including earth work or providing scaffolding as the case may be all complete as per specification and direction of E/I.

(a) 100mm dia H.C.I. Tee.

(b) 100mm dia H.C.I. Band

(c) 50mm dia H.C.I. Cowel

(d) 50mm dia H.C.I. Vent pipe

(e) 100mm H.C.I. Pipe

Supplying materials and labours and fixing 20mm dia M.S bar steps in wall of 0.3 m interval and staggered in (1:2:4) cement concrete including scaffolding and curing etc. all complete as per specification and direction of E/I.

Supplying all materials, labours, tools and tackles and 100mm dia R.C.C hume pipe and laying jointing, testing, earth work including carriage of materials etc. all complete.

Supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of E/I.

Supplying materials and labours for constructing inspection chamber of designation class 75 B bricks size 750mm deep, 600x450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600x475 mm G.I. Cover With frame ( Weight not less than 36 Kg.) along with earth work in excavation and 80mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per specification and direction of E/I

Carriages of materials

(a) Brick –6 KM lead

(b) Sand -36 KM lead

(c) Stone chips -11 KM lead

(d) Steel 10 KM

(d) Cement- 10 KM lead

Electrical Works

Point wiring in PVC conduit with modular type switch wiring for light point /fan point with 1.5 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required

Wiring for twin control light point with 1.5 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with two way modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required

Wiring for light /power plug point with 2 x 4 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with one no 4 sqmm FR PVC insulated copper conductor single core cable for loop earthing etc as required

Copper sub main wiring in PVC conduit Wiring for sub main wiring with PVC insulated copper conductor single core in surface/recessed PVC conduit as required

2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring

2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring

Supplying and fixing following way three pole and neutral sheet MCB distribution board 415 volts on surface/recessed complete with tinned copper bush bars ,neutral link, earth bar, din bar, detachable gland plate inter connection phosphatised and power painted including earthing etc as required (but with out mcb / rccb / Isolator) (4 +12 ) double door horizontal type

Supplying and fixing 5 amp to 32 amp, rating 240 volts, B series miniature circuit breaker of single poles in existing MCB DB complete with connecting ,testing, and commissioning etc as required

Earthing with G.I. earth pipe 4.5 M long 40mm dia including accessories and providing masonry enclosure with copper plate having locking arrangement and watering pipe etc with charcoal ,salt all complete as per electrical rule

Supplying ,fitting and fixing following sizes of PVC conduct along with accessories in surface / races including cutting the wall and making good the same in case of recessed conduit as required

PVC con 20 mm PVC pipe

PVC con 25 mm PVC pipe

Installation commissioning and testing Ceiling Fan

Carriage of ceiling fan and regulator

Supplying ,fitting and fixing 5 amp ceiling rose on the existing junction

Supplying ,fitting and fixing breas batten/ angle holder including connection etc.

Supplying ,fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3 pin 5/6 amp modular type switch, connection, painting etc as required.

Supplying ,fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 6 pin 5/6 amp and 15/16 amp socket outlet and 15/16 amp modular type switch, connection, painting etc as required.

Supplying and drawing co-axial T.V. cable RG-06 grade 0.7 nn solid copper conductor PE insulated seilded with fine tinned cover braid and protected with PVC sheath in the existing surface / recessed steel/ PVC conduit as required.

Supplying and fixing modular switch / socket on the existing modular plate and switch box including connection but excluding modular plate etc,as required. TV antenna socket out put

Supplying ,fitting and fixing modular base and cover plate on existing modular metal boxes etc as required.

Cost of Earthing with G.I. earth pipe 4.5 M long 40mm dia G.I.Pipe 600mm x 600mm x 6mm thick copper earth plate, and 8 SWG copper wire including cost of making 1.2x1.2x3m deep pit and filling with charcoal ,salt all complete as per electrical rule

Compound Wall/ Boundry Wall for WTP. (392.80 M Long)

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job.(Please refer to Section 5,Sl. 2.9 of SBD)

Earth work in excavation in foundation trenches in hard soil (Vide classification soil item A) and disposal of excavated earth as obtained to a distance up to 50 Mtr including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I

Providing coarse clean sand in filling in fundation trenches or in plinth including ramming and watering in layers not exceeding 15mm thick with all leads and lifts includiing cost of all materials, labour, royality and taxes all complete as per building specification and direction of E/I.

Providing designation of 75A one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I.

Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.

Centering and Shuttering

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.

Centering and Shuttering

Providing RCC M-200 with nominal mix of (1:1.5:3) in stiffeners with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I.

Centering and Shuttering

Providing RCC M-200 with nominal mix of (1:1.5:3) in band at plinth level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall

Centering and Shuttering

Providing RCC M-200 with nominal mix of (1:1.5:3) in band at lintel level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall

Centering and Shuttering

Providing designation 75 A brick work in CM (1:6) in super structure with approved quality of clean coarse sand of FM 2 to 2.5 including, providing 10mm thick mortar joints cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.

Providing 12mm thick cement plaster (1:6) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per specification and direction of E/I.

Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification & direction of E/I. Qnty. Same as Item no.13

Providing Tor steel reinforcement of 10 mm ,12 mm , &16 mm dia Bars as per approved design and drawing excluding carriage of M.S bars to work site , cutting ,bending and binding with annealed wire with cost of wire ,removal of rust , Placing the rods in position all complete as per building specification and direction of E/I

Filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I

Carriage of materials from divisional store or kiln site or quarry site to work site including contractor's profit, loading, unloading, transportation etc. all complete .

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Stone/Stone Chips 11 KM lead

Bricks 6 KM lead

Gate - 2 nos.

Earth work in excavation in foundation trenches in hard soil (Vide classification soil item A) and disposal of excavated earth as obtained to a distance up to 50 Mtr including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I

Providing coarse clean sand in filling in fundation trenches or in plinth including ramming and watering in layers not exceeding 15mm thick with all leads and lifts includiing cost of all materials, labour, royality and taxes all complete as per building specification and direction of E/I.

Providing designation of 75A one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I.

Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.

Centering and Shuttering

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.

Centering and Shuttering

Providing RCC M-200 with nominal mix of (1:1.5:3) in column with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I.

Centering and Shuttering

Providing RCC M-200 with nominal mix of (1:1.5:3) in band at plinth level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall

Centering and Shuttering

Providing Tor steel reinforcement of 10 mm ,12 mm , &16 mm dia Bars as per approved design and drawing excluding carriage of M.S bars to work site , cutting ,bending and binding with annealed wire with cost of wire ,removal of rust , Placing the rods in position all complete as per building specification and direction of E/I

Filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I

Supplying fitting & Fixing M.S. grill gate with M.S. grills made 20x6mm M.S. flat or 16mm M.S. square bars fitted 25x25x6 mm M.S. angle frame of size 60x60x6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C (1:2:4) blocks of required size, applying a priming red lead paint over steel work , taxes all complete as per drawing specification and direction of E/I.

Providing two coat of painting with ready mixed paint of approved shade and make over steel surface

Carriage of materials from divisional store or kiln site or quarry site to work site including contractor's profit, loading, unloading, transportation etc. all complete .

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Stone/Stone Chips 11 KM lead

Bricks 6 KM lead

Approach road

Contruction of embankment with approved material obtained from borrow pits with alift upto 1.5 M transporting to site spreading , grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000M as per technical Specification 301.5

Granular sub base with well Graded Material (400.1)

(A) By Mix in Place Method Construction of granular sub base by providing well graded material, spreading in layer with motor 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 Technical Specification Clause 401

Contruction of un-reinforced dowel jointsd at expansion and contruction joint only plain cement concrete pavement thickness as per design over awith shovels rakes compacted using prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M30 (grade) coarse and fine aggregates conforming to IS 383 maximum size coarse not exceeding 25 mmm mixed in concrete mixer of not less than 0.2 cum capacity and appropnate weigh bacher using approved mix design laid in approved fixed side formwork (steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including leveling the formwork as per drawing ), spreading the concrete with shovels rankes compacted using needle seed and plate vibrators and finished in continuous opration including provision of contractionand expansion contruction joints applying debonding strips primer sealant dowel bars near approaches to bridge / culvert and contruction joints admixtures as approved curing of concrete slabs for 14 days using curing compound (where specified) and water finishing to lines and grade as per drawing and technical Specification Clause 1501

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per table 1300.1 no frament weighing less than 25 kg laid dry complete as per drawing and technical specification clause 1301

Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading ,unloading transportation are complete .

Cement 10 KM lead

Sand 36 KM lead

Stone/Stone Chips 11 KM lead

Boulder 11 KM lead

Infilltration Gallery

Earthwork in excavation of foundation trenches of toe wall Spillway head regulator , outlet ,intake well etc. as per a designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the edge of the trenches) with in initial lead of 150 M all lifts of 1.5 M as per specification and direction of E/I.

Initial lift

1st lift

Header Pipe

Initial lift

1st lift

Providing and Supplying ISI standard welded D.I Double flanged pipe excluding GST Levied by GOI & GOM inall respect ,Railway Frieght … Complete as directed by EIC (for-2.75m bore pipe)

For Header M.S. pipe 200mm dia. 8 mm thickness

Design and Supply of V-wire screen laterals Suitable for infiltration Gallary as per site condition and detail provided. End Connection - Suitable Flange including taxes and transporation.

200mm dia.

Lowering laying and jointing MS/ slotted pipes of following diameters including all leads and lifts , cost of jointing material ,labour etc. complete as directed by Engineer- in -charge.

Header pipe 200mm dia.

Perforeted/slotted pipe 200mm dia.

Providing ,lowering ,laying and placing in position ,shrouding material for porous pipe gallery / slotted pipe gallery /trench gallery with all leads and lifts involved including transportation of materials to site of works screening and washing of materials and placing in position with given section , etc. complete as directed by Engineer- in - charge.

For 40 mm Pebbles

12 mm to 20 mm Pebbles

6 mm to 12 mm Pebbles

Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 m all complete as per building specification and direction of E/I total earth work (0.785x0.20)²x40+(0.785x0.3^²)x40)+quantity of pebbles ) (made of measurement compacted volume ).

Coffer Dam

Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semimpervious materials on both side of B.C. soil (in gunny bags if required) including ramming , compacting to satifaction of Engineer-in-charge, till the completion of work including dismantling coffer dam after completion of works and disposing off material as directed by the Engineer-in-charge.

Intake

Gangway

Infiltration Gallery

Dewatering the excavated trenches and pools of water in the building trinches/pipe line trenches , well works by using pumps and other devices including disposing off water to safc distence as directed by Engineer- in -charge (including cost of machinery , labour fuel, etc. complete

Intake

Gangway

Infiltration Gallery

House Connection for 2080 nos Consumer.

Earth work in excavation ( as per I.S. 3114/1965 for laying of different types and sizes of pipes so as to give 1 m av. cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of E/l. (For soil item A)

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume).

Provinding P.C.C M-150 with in norminal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including , screening , shuttering, mixing cement concrete in mixture and placing in position vibrating striking curing taxes and royality all complete as per building specifiaction and direction of E/I

Centering and Shuttering

Earth work in back fillingthe trenches after laying of different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of E/I.(For soil item A & B)

Providing 12mm cement plaster (1:3) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/l.

Providing and supplying blue MDPE pipes confirming to ISO 4427:1996 manufactured from vergin resin PE 80 food grade compounded raw material having blue colour only assurance certificate from quality agencies like WRC / CIPET ( India) / DVGM / KIWA / SPGN etc. for usage in drinking water with quality system. The cost shall including cost all taxes, inspection charges transprotaion to work site and earth work involved , all complete job as per specification and direction of E/I. 20 mm dia pipe.

Providing and supplying G.I. pipes (Tata and equivalent make) for usage in drinking water with quality system, The cost shall include testing of all materials all taxes central , State , Municipal, Inspection charges transportation up to site transite insurance, loading, unloading, stacking etc. complete as specified and directed.

Lowering laying and jointing HDPE / MDPE pipe in proper position including all specials by Compression fitting / Electrofusion and But fusion jointing procedure including hydraulic testing as er relevent IS Code complete with all materials for jointing procedure like Electrofusion machine ,Electric mirrior/heater/But fusion welding machine with hydraulic testing and all labours as directed by engineer in charge as per IS-7634 part II

Supplying labour and tools for fixing G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketted joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of E/l. (Pipe with socket to be supplied deparmentally free of cost).

Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dia ferrule weight not less than 425 gram

Providing and fixing gun metal full way valve of approved quality all complete as per specification and direction of E/ (a) 20 mm dia and weight not less than 400 gram.

Providing and fixing 15 mm Dia male ended C.I Body Brass Spindle valve and seat bib cock of approved quality (Wt.not Less than 400 gms.) with extra socket all complete as per specification and Direction of E/I.

Supplying and fixing G.I. fittings of Approved make all complete as per specification and Direction of E/I

Elbow 20 mm

Elbow 15 mm

Reducing Socket 20 mm

Nipple 20 mm

Nipple 15 mm

Union Socket 20 mm

Socket 15mm

Socket 20 mm

Carriage of materials

Operation & Maintenance for Five years

O/M work with Labour component & Materials for 1st Year

As per SBD Section - 5 Clouse 9.10

O/M work with Labour component & Materials for 2nd Year

As per SBD Section - 5 Clouse 9.10

O/M work with Labour component & Materials for 3rd Year

As per SBD Section - 5 Clouse 9.10

O/M work with Labour component & Materials for 4th Year

As per SBD Section - 5 Clouse 9.10

O/M work with Labour component & Materials for 5th Year

As per SBD Section - 5 Clouse 9.10

Add @ 9% CGST

Add @ 9% SGST

Add @ 1% Labour Cess

SHALVI CONSTRUCTION