Taljhari and Borio Rural Water Supply Schemeunder D.W. and S. Division Sahibganj on turnkey basis.

Amount

TALJHARI RWSS

Construction of 7.00 MLD Coventional WTP

Designing (asthetically) providing, constructing and commissioning conventional water treatment plant consisting of all Civil, Mechanical and Electrical works including cost of providing and applying Epoxy paint to inside surface of water retaining structures in contact with chlorine and providing antitermite treatment to entire structure below ground level, Mechanical and Electrical components of various sub works as given below, including necessary hydraulic testing, structural testing, equipment testing and trail run for 3 months etc. compete as directed by Engineer-in-Charge. (Turn-Key Job).

Aeration Fountain Plan area not less than 0.625 square meter per MLD

Ventury Flume With necessary devices, consisting of simple mechanical indicator. (Pedastal type gauge)

Flash mixer Rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec-1vane mixer type conferming to I.S. 7090 of 1985

Flocculator Confirming to I.S. 7208 of 1974 (type C) with detention period of 30 minutes.

Clarifier Horizontal flow cicular tank, detention period 2-5 hours , overflow rate 30 cubic meter per day ( to be specified) , Weir loading not more than 300 cubic meter per meter per day , with mechanical sludge scaper confirming to I.S. 10313 1982 with necessary inlet arrangements

Rapid Sand Filters and Filter House Filter designed for filtration rate of 5.000 litres per square metre per hour, minimum 2 beds for plant upto 10 MLD, for larger plants as specified,filters to be located in filter house with roof slab,pipe gallery and platform minimum 5.5 metre in width with constsnt rate filtration or declining rate filtration

a. Filter Sand Effective size 0.45 to 0.70 mm, uniformity coefficient not more than 1.7 nor less than 1.3m depth of water over sand 0.75 m, free board 50 cm, gravel 0.45m in depth, sand and gravel confirming to I.S. 8491(I) - 77, backwash by airwash, standard appurtenances( to be specified), rate of flow controller, filter gauge, sand expansion gauge, etc.

b. Wash Water Tank Capacity to be specified and suitable to supply water to wash specified number of filter beds at a time 12 min @ 600 lit/sqm/min. under a head of 12 m at under a drain

c. Wash Water Pumps Capacity to fill water tank in 1 hour with 100% standby.

d. Air Blowers Capable of delivering 600 LMP per square metre of free air, of filter area at 0.4 kg/square cm at the underdrains (100% standby) for period of 5 min

Chemical House in Two Storeys

a. Ground Floor to accommodate 7 days alum requirement and sundry storage.

b. First Floor to accommodate alum and lime tanks, chain pulley block etc.

c. Solution tanks Minimum 3 tanks (one for preparation, second for dosing and third as standby), each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30 M, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only) confirming to I.S. 9222 part-I 1979.

Pure Water Sump and Pump House.

a. Capacity of sump One hour of designed flow. b. Pump House Pump House of required size over the sump or by the side.

Store House Suitable for alum storage of three months and 7 days temporary storage,7 days TCL requirement in monsoon with 20% extra capacity for other sundry articles.

Vaccum feed type chlorinator - make to be approved. By MJP a. Confirming to I.S. 10533 - A Part -II 1983. b. Chlorinator equipment and container room to confirm to I.S. 10553 Part - I 1983. c. 100% standby shall be provided.

By pass arrangements - C.I. Or M.S. pipes.i) By passing all units of T.P. (ii) By passing flash mixer, clariflocculator. (iii) by passing flash mixer,clariflocculator and filter units.

Disposal of waste from WTP; Safe disposal arrangement to nearby naala including cost of pipe

For WTP capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pumping machinary, rising main etc. complete

Drainage arrangements To decent all units of WTPwith CI pipes upto boundary of each unit and further extension with RCC pipes to nearby nalla.

Electrical installation Both internal and external including entire plant area.

Laboratory equipment as per requirement (to specified during tendering).

Sanitary blocks Carpet area-15 square metre minimum upto 25 mld and 25 squre metre above 25 mld

Administrative block and internal road To accommodate office room. Chlorine room laboratory room,panel board room, blower room etc. and WBM road to connect all units from main gate of plot.

Rates given below are inclusive of uplift pressure if any and dewatering during entire work.

Disposal of waste from WTP; safe disposal arrangement to nearby nalla including cost of pipes.

For WTP of capacity 30 mld and more and additional arranangement for backwash water recycle shall be provided,including sump,pumping machinery, rising main etc. complete.

All pipes conduits channel with 22% overloading.

These rates are applicable for seimic zones-2,3 and 4.

All RCC structures shall be constructed in m-300.

All pipes and conduits channel with 20% overloading capacity.

Capacity of Conventional WTP – 7.00 MLD

Providing, installing and giving satisfactory field testing of bulk water meter, horizontal inferential multijet type with magnetic drive and dry dial suitable for ambient 50º C Temperature duly sealed against tampering complete with flanges at both ends and conforming to class B as per ISO 4064 along with manufacturer's test certificate and guarantee certificate, including cost of all materials and labour etc with OIML. MID certification for Abroad meter and FCRI for India including 36 months guarantee etc complete.

Elevated Service Reservoir (ESR)

Designing (aesthetically) and constructing RCC Elevated Service Reservoir of following capacity with RCC staging consisting of columns, internal and external bracing spaced vertically not more than 4.0 m centre to centre of ESR having capacity above 500 m3 & not more than 6 m c/c of E.S.R. having capacity 500 m3 including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 m, all labour and material charges including lowering, laying, erecting hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers water level indicators, lightning conductor, G.I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level, M.S. grill gate of 2 m height with locking arrangement of approved design B.B. masonary cambers for all valves, ventilating shafts providing and applying three coats of cement paint to the structure including roof slab an depoxy paint to internal surface and anti-termite treatnment for underground parts of the structure and giving satisfactory water tightness test as per IS Code. The job to include painting the name of the scheme and other details on the reservior as per the direction of E/I charge

The design of the structure be in accordance with relevant (I.S. 3370-2009 or revised)

The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic force and I.S. 11682-1985 for R.C.C. staging of overhead tanks.

For design having more than 6 columns, providing of internal bracing is obligatory, external bracing is also obligatory.

The entire structure shall be in M-250 mix only. However concrete in contact with water such as container, base slab, wall, roof slab & footing in water borne area shall be M-300.

Plain around mild steel bars grade I confirming to IS 432 part - I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used, grade II mild steel bars will not be allowed.

Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.

These rates are include providing, M.S. ladder for E.S.R.s upto 2 lakhs capacity and providing spiral staircase for ESR above 2 Lakh litres capacity.

Staging shall be designed with stresses of M-200 for ESR. However all RCC construction should be done in M-250 extra concrete in contact with water shall be design and constructed in M-300.

These rates are including the cost of uplift pressure if any and entire dewatering during and execution. In case of water logging area where water is stuck at shallow depth extra provision of dewatering shall be made as per site condition.

All condition given in the member secretary's circular no. MJP/TS-I/350/1668 dt 2.08.97 and MPJ/S-I/350/2127 dt 13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below.

ESR - 1 Capacity- 3.40 LL staging height - 12 m

ESR - 2 Capacity- 3.40 LL staging height - 8 m

ESR - 3 Capacity- 0.20 LL staging height- 9 m

ESR - 4 Capacity- 0.20 LL staging height- 13 m

ESR - 5 Capacity- 2.20 LL staging height- 10 m

ESR - 6 Capacity- 1.30 LL staging height- 14 m

ESR - 7 Capacity- 1.90 LL staging height- 9 m

ESR - 8 Capacity- 1.30 LL staging height- 14 m

ESR - 9 Capacity- 0.10 LL staging height- 14 m

ESR - 10 Capacity- 1.6 LL staging height- 24 m

ESR - 11 Capacity- 1.8 LL staging height- 10 m

ESR-12 Capacity- 1.1 LL staging height- 12 m

ESR-13 for Capacity- 0.40 LL staging height- 12 m

ESR-14 Capacity- 1.5 LL staging height- 24 m

ESR-15 for Capacity- 2.60 LL staging height- 8 m

ESR-16 for Capacity- 0.70 LL staging height- 14 m

Providing, installing and giving satisfactory field testing of bulk water meter, horizontal inferential multijet type with magnetic drive and dry dial suitable for ambient 50º C Temperature duly sealed against tampering complete with flanges at both ends and conforming to class B as per ISO 4064 along with manufacturer's test certificate and guarantee certificate, including cost of all materials and labour etc with OIML. MID certification for Abroad meter and FCRI for India including 36 months guarantee etc complete.

Clear Water Sump

Desiging (aesthetically) and constructing RCC ground service reservoirs / RCC sumps in M-300 mix . Of required capcity including excavation in all types of strata , foundation concrete , container wells, bottom slab top RCC roof slab / or dome , 20 mm thick cement plaster with water proofing compound in CM1:3 proportion to inside face of the container , including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material changes for laying and jointing of pipe assembly for inlet , outlet washout , over flow and bye -pass arrangement consisting of C.I/ M.S D/.F pipes , specials and valves of gavin diameter , provinding and fixing accessories such as M.S ladder inside and outside , C.I Manhole frame and cover , at top slab , B.B masonry chamber for all valves , ventilating shafts , including giving satisfactory hydrauli test and water tightness test as pes IS coade and providing three cost of cement paints to all expose surface of structure including roof surface etc. complete as per design data , criteria , obligatory requirements and detailed specifications.

Anti - termite treatment shall be givien for under ground portion of the structure.

The designing shell be in accordance with various relevant I.S specification (I.S 456/2000, I.S 3370-1965 or revised)

Only M.S bar grade I conforming to I.S 432 part -I or high yield strength deformed bars conforming to I.S 1786 or I.S 1139 shall be used Grade -II M.S bars shal not be ussd.

Entire Structure shell be in M-300

The scope of pipe assembly work shall be upto 5 m beyond out side face of the well , cost of pipe valves and specials is not included in the rate but leber cost for laying and jointing is included.

The G.S.R / Sump above 15 laks liters capcity shell be in two compartment .

The job includes designing the structure for up lift pressure and dewatering if required during entire execavted stuff within lead of 50 m as directed by Engineer -in-change . If up lift considered in design , then these rate shell be increased by 7.5%.

G.S.R outlets shell be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate .Sump well includes cost of suction pit required at bottem.

for pipe diameter upto 300 mm only C.I pipe and C.I specials shell be used. Four pipe diameter above 300 mm ,M.S. pipe and specials minimum 10 mm thick be used with proper anti corrosive epoxy treatment from inside and outside.

Cost of pump house is not included in these rates .

Above rates are applicable for sismic Zone 2, 3 and 4 .

75% part shall be payable for reinforcement, concrete and plastering items of all types of G.S.R.s and sumps till satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete.

10% shall be added for sump if over head pump house is proposed.

Note-Conditions from Sr.No-1 to 11 shall form a part and parcel of tender and and must be included in the draft tender papers for work of R.C.C. GSRs and Sumps.

SUMP Capacity- 3.50 Lakh Litre

(Mechanical & Electrical Part at WTP)

Supply, installation, testing and commissioning of Centrifugal pump sets with allied equipment as under-

Providing , erecting and commissioning of Horizontal Split casing/ Multi stage Centrifugal pump (make: Kirloskar / WPIL/ Mather & Platt) as per IS:5120, capable for required discharge and head (mention below), consisting of bronze impellers, stainless steel pump shaft, etc. with all accessories coupled with energy efficient (IE3) TEFC squirrel cage induction motor confirming to IS:325 and IS:12615, having 10% more BHP than that of pump, operating on 1500rpm, 415V, 3 PH, 50 HZ [make: Kirloskar /ABB/ CGL/ Marathon/BHEL] all complete with required size of sluice valve and non- return valve standard fitting, strainers, reducer, foot valve, pressure gauge, MS delivery & Suction pipe, common header, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of E/I. (Note:-Contractor will have to check the design of pump & motor and get it approved by the Department)

Discharge -5060 LPM, against the head of 106 m, (1W+1S)

Providing erecting and giving test of Centrifugal Monoblock pump set conforming to IS 9079 operating at 1450/2900 RPM with CI impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415V +/- 10%, 3 Ph, 50 A.C Supply. Motor shall be TEFC type. Pump set shall be suitable for working at various discharge and head requirments. Pump shall be erected on Provided C.C foundation block with suitable foundation bolts grouted in C.C foundation block, etc. all complete with required size of sluice valve and non- return valve standard fitting, strainers, reducer, foot valve, pressure gauge, MS delivery & Suction pipe, common header, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of E/I. (Note:-Contractor will have to check the design of pump & motor and get it approved by the Department)

Discharge -20 LPM, against the head of 25 m, (1W+1S)

Power wiring with required 400 Sq mm 3.5 core 1.1KV grade armoured Aluminium Cables, XLPE/PVC insulated armoured cable from Transformer to MCP with suitable runs at Clear Water Pump House, including Laying, jointing and making proper terminations,etc. all complete.

Power wiring with 150 sqmm 3.0 core 1.1KV grade armoured copper Cables, XLPE/PVC insulated armoured cable with 6 mm thick 25mm width M.S Spacer with G.I Earth wire 6 sqmm complete in an approved manner as per IS:7098 from Transformer to MCP at Clear Water Pump House. Laying, jointing and making proper terminations, etc. all complete.

Power wiring with 1.5 sqmm 3.0 core 1.1KV grade armoured copper Cables, XLPE/PVC insulated armoured cable with 6 mm thick 25mm width M.S Spacer with G.I Earth wire 6 sqmm complete in an approved manner as per IS:7098 from Transformer to MCP at Clear Water Pump House. Laying, jointing and making proper terminations, etc. all complete.

Earthing: making earthing with all materials, equipments & accessories, etc. all complete as per IE Rule for each motors.

Supplying, installation & commissioning of Lightening arrestor for Pump house, fire fighting system, first aid, Rubber matting, etc. for WTP.

Providing , erecting and commissioning of 3 ton Single Girder Hand Operated Circular / Rectangular Travelling Crane with 6 m lift complete with chain pulley block ISI marked and travelling trolley both tested for 50 % overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc. complete.

Mechanical & Electrical Part at Clear Water Sump

Supply, installation, testing and commissioning of Centrifugal pump sets with allied equipment as under-

Providing , erecting and commissioning of Horizontal Split casing/ Multi stage Centrifugal pump (make: Kirloskar / WPIL/ Mather & Platt) as per IS:5120, capable for required discharge and head (mention below), consisting of bronze impellers, stainless steel pump shaft, etc. with all accessories coupled with energy efficient (IE3) TEFC squirrel cage induction motor confirming to IS:325 and IS:12615, having 10% more BHP than that of pump, operating on 1500rpm, 415V, 3 PH, 50 HZ [make: Kirloskar /ABB/ CGL/ Marathon] all complete with required size of sluice valve and non- return valve standard fitting, strainers, reducer, foot valve, pressure gauge, MS delivery & Suction pipe, common header, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of E/I. (Note:-Contractor will have to check the design of pump & motor and get it approved by the Department)

Discharge -1550 LPM, against the head of 115 m, (1W+1S)

Supplying and erecting, assembled Fully Automatic Star Delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load relay and ON/OFF push buttons, with necessary material and connected to supply, etc complete.

Power wiring with required 240 Sq mm 3.5 core 1.1KV grade armoured Aluminium Cables, XLPE/PVC insulated armoured cable from Transformer to MCP with suitable runs at Clear Water Pump House, including Laying, jointing and making proper terminations,etc. all complete.

Power wiring with 50 sqmm 3.0 core 1.1KV grade unarmoured copper Cables, XLPE/PVC insulated unarmoured cable with 6 mm thick 25mm width M.S Spacer with G.I Earth wire 6 sqmm complete in an approved manner as per IS:7098 from Transformer to MCP at Clear Water Pump House. Laying, jointing and making proper terminations, etc. all complete.

Earthing: making earthing with all materials, equipments & accessories, etc. all complete as per IE Rule for each motors.

Supplying, installation & commissioning of internal and external lighting with all materials, Lightening arrestor for Pump house, fire fighting system, first aid, Rubber matting, etc. at Pumping plant.

Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below 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, including Travelling trolley.

PUMP HOUSE

Earth work in excavation in foundation trenches in hard soil (Vide classification soil item B) 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 & 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.

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 excluding 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 including strutting, propping etc and removal of form for foundation, footings, bases of coloumns etc for mass concrete.

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 excarrying 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 including strutting, propping etc and removal of form for lintels, beams, plinth beams, girders, balconies and access platform with water proof ply 12 mm thick.

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. For Door & Window

Centering and shuttering including strutting, propping etc and removal of form for lintels, beams, plinth beams, girders, balconies and access platform with water proof ply 12 mm thick.

Providing RCC M-200 with nominal mix of (1:1.5:3) in all types of beam 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 including strutting, propping etc and removal of form for lintels, beams, plinth beams, girders, balconies and access platform with water proof ply 12 mm thick.

Providing RCC M-200 with nominal mix of (1:1.5:3) in Roof slab 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 including strutting, propping etc and removal of form for suspended floors,roofs, landings, balconies and access platform with water proof ply 12 mm thick.

Providing av. 63 mm thick RCC M-200 with nominal mix of (1:1.5:3) in Chhajja 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 including strutting, propping etc and removal of form for suspended floors,roofs, landings, balconies and access platform with water proof ply 12 mm thick.

Providing designation 75 A brick work in CM (1:6) in foundation 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 25 mm thick damp proof course with cement concrete M-150 with nominal mix of (1:2:4) 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 and mixing cement concrete in mixer with 5% cico or any other approved water proofing compound and placing in position, skirting, curing, taxes and royalty, all complete as per building specification and direction of E/I.

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.

Supplying, fitting and fixing fully glazed steel door, windows or ventilations of standard rolled 'Z' and mullion steel sections and size as per IS - 1038 joints met and welded with 100x16x3 mm M.S. lugs fixed in cement concrete (1:2:4) blocks 15x10x10 cm, size including cost of oxidized iron fittings, with hinges, handle per steps, catch springs, 3 mm thick plain glass panes with Aluminium beads and inner frame fixed with lugs with 20 mm long 6.3 mm 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 storys and taxes all complete as per building specification and direction of E/I.

Supplying MS Grill in window made of 20 X 6 mm MS flate or 16 mm MS Squre Bars fitel on 25 X 25 X6 mm MS angil frame etc all complite as per direction of E/I. 2X0.90 X1.20X30Kg

Providing 6 mm thick cement plaster (1:4) in ceiling 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 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 12mm thick cement plaster (1:3) 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.

Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift 1.5 M all complete as per building specification and direction of E/I

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 1.5 M all complete as per building specification and direction of E/I

Providing 50mm cement concrete flooring (1:2:4) with stone chips in 20 to 6mm sizes graded floor finished with floating coat of neat cement in pannels including cost of curing, taxes & royalty with all complete as per building specification & 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.

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 thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I.

Providing 2(two) coats of Painting with synthetic enamel paints of approved shade & make over steel surface including cleaning the surface thoroughly, scaffolding & taxes all complete as per building specification & direction of E/I.

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

Providing R.S. Joist 250x125 mm size fitting and fixing in position including cutting to required in shape and size, its carriage applying a primer coat of red lead paint etc all complete as per building specification and direction of E/I. (Below roof slab for base of V.T.pump) ( As per 3(c) (i) (5.50+3.0) = 8.50@ 37.3 Kg Per Metre)

Carriage

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

Clear Water Rising main.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Laying of Clear water Rising Main.

Supplying centrifugally cast (spun) Ductile iron pressure pipes for water supply with socket and Spigot ends conforming to IS 8329/2000 in standard working lengths of class K-9 suitable for push-on-joint (Rubber gasket D jointing ) with cement morter lining inside surface and outside zinc coating with bituminous paint including all other taxes, insurance carriage to work site with loading unloading etc. stacking including inspection charges and all taxes all completewith one no. rubber insertion along with each pipe(including carriage 300 Km)

DI K-9,Dia 100 mm

DI K-9,Dia 150 mm

DI K-9,Dia 200 mm

DI K-9,Dia 250 mm

DI K-9,Dia 300 mm

Supplying labour tools and tackles for testing of laid CI or UPVC or HDPE or AC or DI pressure pipe up to 60 m meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally.

DI K-9,Dia 100 mm

DI K-9,Dia 150 mm

DI K-9,Dia 200 mm

DI K-9,Dia 250 mm

DI K-9,Dia 300 mm

Providing and supplying lSI 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 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523

Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.6)

DI K-9,Dia 100 mm

DI K-9,Dia 150 mm

DI K-9,Dia 200 mm

DI K-9,Dia 250 mm

DI K-9,Dia 300 mm

Providing and Supplying air valves as per IS-10845-2000at MJP's standard specifications of approved make and quality of following diameters including all taxes (central & local), railway freight, inspection charges, unloading from railway wagons, laoding in to truck, transportation upto departmental stores/ site unloading and stacking etc. complete. (Airvalve singe ball flange/ Screwed type -PN-1.6).

25 mm dia Air Valve

35 mm dia Air Valve

Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes 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

Earthwork in excavation in ordinary rock or soft rock(where blasting is not needed)(vide classification of soil item c) with initial lead of 10 M and initial lift of 1.5 m including dessing making the sites in proper profile and dressing the bed in proper grade etc. all complete as per specification and direction of E/I (20%)

Supplying labours, tools , tackles, lubricant etc for laying and jointing C.I.S/S Tyton pipes (class LA/DI) trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S.-5382-1969) and making gasket joints 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.

DI K-9,Dia 100mm

DI K-9,Dia 150mm

DI K-9,Dia 200mm

DI K-9,Dia 250 mm

DI K-9,Dia 300 mm

Lowering, laying and fixing in proper alignment and positioning 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). Air Valve single Ball (PN-1 and PN-1.6)

25 mm dia Air Valve

35 mm dia Air Valve

Supplyng labour and tools for fixing sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.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 volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.

100 mm Dia

150 mm Dia

200 mm Dia

250 mm Dia

300 mm Dia

Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge.

Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including inspection charges, transportation to departmental stores excluding GST levied by GOI & GOM in all respect etc. complete

(i) 100 mm dia

(ii) 150 mm dia

(iii) 200 mm dia

Lowering, laying and fixing in proper alingment and position all types of C.I. D / F angle type spring loaded pressure relief valve including cost material labour, cost of conveyance from stores to site of work and giving satisfactory hydroulic testing etc. complete. (for all class of valves.)

(i) 100 mm dia

(ii) 150 mm dia

(iii) 200 mm dia

Construction of B.W.masonry valve chamber of size 1.20x0.90 x1.50 mt.as per enclosed annexure.(upto 250 mm dia)

Supply all materials & construction of Thrust Block where required.

Distribution System

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Providing all labour, materials, equipment to procure and laying of pipes for distribution main .

Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes 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 (Classification soil item B) - 70% of excavated earth.

Earthwork in excavation in ordinary rock or soft rock(where blasting is not needed)(vide classification of soil item c) with initial lead of 10 M and initial lift of 1.5 m including dessing making the sites in proper profile and dressing the bed in proper grade etc. all complete as per specification and direction of E/I.

Supplying tool cutting road as well restoring the same as per specification and direction of E/I

Pucca road-

Water Bound Macadam Road-

Dismentaling plain cement or lime concrete work including stacking servicable materials in countable stacks within 15 meter lead and sisposal of unservicable materials with all leads all complete as per direction of E/I.

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stones chips 20 mm - 6mm size graded and clean coarse sand FM 2.5 to 3.0 including screening shuttering mixing cmenet concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I.

Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge.

Supplying centrifugally cast (spun) Ductile iron pressure pipes for water supply with socket and Spigot ends conforming to IS 8329/2000 in standard working lengths of class K-7 suitable for push-on-joint (Rubber gasket D jointing ) with cement morter lining inside surface and outside zinc coating with bituminous paint including all other taxes, insurance carriage to work site with loading unloading etc. stacking including inspection charges and all taxes all complete( including cost of rubber gasket along with each pipe .)

(i) 100 mm dia pipe

(ii) 150 mm dia pipe

(iii) 200 mm dia pipe

(iv) 250 mm dia pipe

Providing and supplying lSI 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 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523

Supplying labour tools and tackles for testing of Laid CI or UPVC or HDPE or AC or DI pressure pipe up to 60 mm meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally.

(i) 100 mm dia pipe

(ii) 150 mm dia pipe

(iii) 200 mm dia pipe

(iv) 250 mm dia pipe

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 joints 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.

(i) 100 mm dia pipe

(ii) 150 mm dia pipe

(iii) 200 mm dia pipe

(iv) 250 mm dia pipe

Labour charge for one cutting of cast iron pipe and specials including necessary tools and plants , chipping of filling surface finish as per specification and direction of E/I

(i) 100 mm dia pipe

(ii) 150 mm dia pipe

(iii) 200 mm dia pipe

(iv) 250 mm dia pipe

Providing Double Flanged Sluice valve (Size 50 mm to 1200 mm) confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.0)

(i) 100 mm dia pipe

(ii) 150 mm dia pipe

(iii) 200 mm dia pipe

(iv) 250 mm dia pipe

Providing Double Flanged Scour valve (Size 50 mm to 1200 mm) confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.0)

(i) 100 mm dia pipe

Supplyng labour and tools for fixing CI/DI sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.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 volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.

(i) 100 mm dia pipe

(ii) 150 mm dia pipe

(iii) 200 mm dia pipe

(iv) 250 mm dia pipe

Scour Valve

Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size

BOUNDARY/ COMPOUND WALL (Boundary wall = 2255.2 M)

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job.

Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty.

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/I.(Mode of measurement compacted volume).

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 metal grade - III ( 50mm to 25mm 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. Qnty in Foundation:

Centering and Shuttring

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm 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. Qnty in Foundation:

Centering and Shuttring

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Stiffners with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.

Centering and Shuttring

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in band at plinth level with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.

Centering and Shuttring

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in band at lintel level with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.

Centering and Shuttring

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 snow cerm 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. .

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 lead of 50m and lift of 1.5 M all complete as per building specification & direction of E/I

Carriage of construction materials to work site including loading, unloading & stacking 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

Cost of Gate (18 Nos)

Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty.

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/I.(Mode of measurement compacted volume).

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 metal grade - III ( 50mm to 25mm 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. Qnty in Foundation:

Centering and Shuttring

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade - III ( 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 Shuttring

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Column with approved quality of stone metal grade - III ( 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 Shuttring

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Band at Plinth level with approved quality of stone metal grade - III ( 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 Shuttring

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 lead of 50m and lift of 1.5 M all complete as per building specification & 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 25x25x6mm M.S angle farme 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 direction of E/I.

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

Carriage of construction materials to work site including loading, unloading & stacking 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

Staff Quarters

Doing Geotechnical survey, Collecting field data, designing aesthetically, getting it approved by competent authority and Provision of twin type Staff Quarter etc. all complete job.

E / W in excavation in foundation trenches in ordinary soil (vide classification of soil item - A ) and disposal of excavated earth obtained to a distance upto 50 M including all lift leveling, ramming the foundation trenches removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I.

Providing, coarse clean sand in filling in foundation trenches/ in plinth including ramming & watering in layers not exceeding 150mm thick with all leads, including cost of materials, labour, royalty & taxes all complete as per building specification & direction of E/I. (mode of measurement compacted volume).

Providing designation 75 A 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 -100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade- III (50 mm to 25 mm size) clean coarse sand of F.M.2.5 to 3 including screening, shu ttering , mixing cement concrete in mixer & placing in position, vibrating, striking, curing, taxes & royalty all complete as per building specification & direction of Engineer-in-charge.

Providing designation 75A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, costs 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 to 3 including screening, shuttering, mixing cement concrete in mixer with 5 % cico or any other approved water proofing compound and placing in position, 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 Superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm 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 R.C.C.M -150 with nominal mix of (1:2:4) in lintel with approved quality of stone ships 20 mm to 6 mm size graded & clean coarse sand of F.M. 2.5 to 3 including screening, centering, shuttering, 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 and direction of E/I.

Centering and Shuttring

Providing average 63 mm thick R.C.C.M-150 with nominal mix of (1:2:4) chajja with approved quality of stone chips 20mm to 6mm 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 ceiling & 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 Shuttring

Shelves

Providing R.C.C. M-200 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 of FM 2.5 to 3 including screening, centering, shuttering, 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 Shuttring including proping

Supplying, fitting & fixing good quality, well dressed & well seasoned sal wood work in chaukhat in doors, windows, skylights, fanlights 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 the E/I.

Supplying fitting and fixing 250 x 20 x 6 mm L-type M.S. Clamp properly fish tailed, including making holes and setting the same in 375 x 125 x 75 mm cement concrete block (1:2:4) with cost of all labour and materials and taxes as per building specification and direction of E/I .

Supplying fitting & fixing 38mm thick good quality well dressed and well seasoned Sal wood battened shutter ledged & braced in doors and windows with oxidized iron fitting such as hinges, sliding door bolts, tower bolts, handles or rings, hooks and eyes, cleats, sand block as per schedule, taxes & royalty all complete as per building specification & direction of E/I.

Supplying, fitting & fixing M.S. Grill made of 20 x 6mm M.S. Flat as per approved design & drawing properly fabricated with Joints continuous fillet welded and finished 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.)

40Kg / sqm (40x7.56m2)

Providing 25 mm thick precast R.C.C. M-150 with nominal mix of (1:2:4) jali with approved quality of stone chips of 6 mm 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 of E/I.

Providing and fixing fan hook of 16 mm dia M.S. bar 1 meter long bent to required 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 and direction of E/I. (where material is not supplied by Deptt.).

Supplying fitting and fixing M.S. grill gate with M.S. grills made of 20 x 6 mm M.S. flats or 16 mm .M.S. square bars fitted on 25 x 25 x 6mm. M.S. Angle frame of size 60 x 60 x 6 m m 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 priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. (when steel is not supplied by the Deptt.)

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 12 mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, Curing with all leads & lifts of water, scaffolding, taxes and 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

Earth work in 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 two snowcem of approved shade and makeover cost of cement primer including cost of cleaning surface thoroughly and removing the scales of smoke and mosh marks with jhama rubbing, scaffolding , washing, of floors and taxes all complete as per building specification and direction of E/I.

Color washing two coats over a coat of white wash over new surface with approved quality of lime in approved shade including the cost of cleaning surface thoroughly and removing the scales & mosh marks with jhama rubbing, scaffolding washing of floors and taxes all complete as per building specification and direction of E/I.

Providing two coats of synthetic enamel paint of approved shade and make over new wooden surface including cleaning the surface after 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 two coats of synthetic enamel paint of approved shade & make over steel surface including cleaning the surface thoroughly, scaffolding & taxes all complete as per building specification & direction of E/I.

Providing tor steel reinforcement of 8 mm dia as per approved design and drawing excluding carriage of 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 Specification and direction of E/I.TMT Fe 500 (Only valid for SAIL and TATA )

Carriage of construction materials to work site including loading, unloading & stacking 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 PVCSystem).

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 Tor 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

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

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 25 KM lead

Sand 10 KM lead

Stone/Stone Chips 10 KM lead

Boulder 10 KM lead

House Connection = 20480 Nos

Earth work in excavation(as per IS 3114/1965 for laying of different types and sizes 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 E/I.(For soil item B)

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.royality and taxes all complete as per building specification and direction 0f E/I.(mde of measurement compacted volume)

Providing a PCC M-150 in nominal mix of(1:2:4)in foundation with approved quality of stone chips 20mm to including screening,shutteing,mixing cement concrete in mixer and placing a position,vibrating,striking,curing,taxes and loyality complete all as per building specification and direction of E/I

Providing centring and shuttering etc

Earth work in backfilling the trenches after laying different types and size of pipes with earth removed during exacavation within initials leads and lifts as per building specification and direction of E/I

Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5with 1.5 mm thick ceme punning over it including screenig,curing,wit all leads and lifts of as per building specification and direction of E/I.

Providing and supplying Blue MDPE pipes confirming to ISO 4427:1996 manufactured from vrgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies lke WRC/CIPET(india)/DVM/KWA/SPGN etc for usage in drinking water with quality system. This cost shall include testing of all materials all taxes central, state, municipal, inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed. PN16(SDR-9) with ED (20mm)

providing and supplying G.I. Pipes (tata and equivalent make) for usage in drinking water with quality system. The cost shall include testing of al materials all taxes central state, municipal , inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed. (15mm)

Lowering laying and Jointing HDPE/MDPE pipes in proper position including all specials by compression fitting/electrofusion and but fusion jointing procedure including hydroulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion C30machine, electric mirror/ heater / but fusion welding machine with hydraulic jack, top loading clamp etc. pump and accessories fro hydraulic testing and all labours as direted by E/I as per IS-7634 part-2 (20mm)

Supplying labours and tools fro fixing G.I. Pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, celling and floor including supplying and fittings 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/I.

Supplying and fixing of 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 (3mm dia)

Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I (20mm dia)

Providing and fixing of male ended C.I. Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I (20 mm dia)

Supplying and fixing G.I. Fitting of approved make all complete as per specification and direction of E/I

20mm dia Elbow

15mm dia Elbow

20mm dia reducing socket

20 mm dia nipple

15 mm dia nipple

20mm dia union socket

15mm dia socket

20mm dia socket

Carriage of materials

NH Crossing

Manufacturing providing and supplying spiraly welded / ERW / SAW / Fabricated M.S. Pipes (Commercial Quantity) including procurements of Plates. Gas cutting to required size rolling tack welding assembling in suitable lenghths to form pipes, welding on automatic welding machine and forming 'v' edge on both ends of pipe including all taxes (Central and Local), railway freight, Insurance unloading form railway wagon, loading into truck transport to stores / site,unloading,stacking etc.complete as per IS - 3589 and IS - 5504 as applicable as per specifications (No negative tolerance in thickness is permissible).

A) For 500 mm dia Rising Main DI pipe & 650 mm dia 10 mm thk (For Casing -Clear Space between both pipe 100 mm) (2Nos.) (60 M Each)

Installation of product pipe guided Auger Boring method including making of entry and Exist pits all related civil works like Excavation shoring/strutting etc shielded excavation ,through auger boring process lowering of pipe segments in the jaking pit laying and joining of product pipe line through jacking process from.... cost of pipe average cover of 1.5m depth below ground level(Up to 100 m istallation length)

Providing and applying primer first coat of inferol 49 W emaline 05/ 58 pipe cost or any other equivelent approved pain to the internal surface of pipe line at sight .

First Coat

Second Coat

Operation & Maintenance for Five years (excluding energy charge)

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

BORIO RWSS

Construction of 7.00 MLD Coventional WTP

Designing (asthetically) providing, constructing and commissioning conventional water treatment plant consisting of all Civil, Mechanical and Electrical works including cost of providing and applying Epoxy paint to inside surface of water retaining structures in contact with chlorine and providing antitermite treatment to entire structure below ground level, Mechanical and Electrical components of various sub works as given below, including necessary hydraulic testing, structural testing, equipment testing and trail run for 3 months etc. compete as directed by Engineer-in-Charge. (Turn-Key Job).

Aeration Fountain Plan area not less than 0.625 square meter per MLD

Ventury Flume With necessary devices, consisting of simple mechanical indicator. (Pedastal type gauge)

Flash mixer Rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec-1vane mixer type conferming to I.S. 7090 of 1985

Flocculator Confirming to I.S. 7208 of 1974 (type C) with detention period of 30 minutes.

Clarifier Horizontal flow cicular tank, detention period 2-5 hours , overflow rate 30 cubic meter per day ( to be specified) , Weir loading not more than 300 cubic meter per meter per day , with mechanical sludge scaper confirming to I.S. 10313 1982 with necessary inlet arrangements

Rapid Sand Filters and Filter House Filter designed for filtration rate of 5.000 litres per square metre per hour, minimum 2 beds for plant upto 10 MLD, for larger plants as specified,filters to be located in filter house with roof slab,pipe gallery and platform minimum 5.5 metre in width with constsnt rate filtration or declining rate filtration

a. Filter Sand Effective size 0.45 to 0.70 mm, uniformity coefficient not more than 1.7 nor less than 1.3m depth of water over sand 0.75 m, free board 50 cm, gravel 0.45m in depth, sand and gravel confirming to I.S. 8491(I) - 77, backwash by airwash, standard appurtenances( to be specified), rate of flow controller, filter gauge, sand expansion gauge, etc.

b. Wash Water Tank Capacity to be specified and suitable to supply water to wash specified number of filter beds at a time 12 min @ 600 lit/sqm/min. under a head of 12 m at under a drain

c. Wash Water Pumps Capacity to fill water tank in 1 hour with 100% standby.

d. Air Blowers Capable of delivering 600 LMP per square metre of free air, of filter area at 0.4 kg/square cm at the underdrains (100% standby) for period of 5 min

Chemical House in Two Storeys

a. Ground Floor to accommodate 7 days alum requirement and sundry storage.

b. First Floor to accommodate alum and lime tanks, chain pulley block etc.

c. Solution tanks Minimum 3 tanks (one for preparation, second for dosing and third as standby), each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30 M, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only) confirming to I.S. 9222 part-I 1979.

Pure Water Sump and Pump House.

a. Capacity of sump One hour of designed flow. b. Pump House Pump House of required size over the sump or by the side.

Store House Suitable for alum storage of three months and 7 days temporary storage,7 days TCL requirement in monsoon with 20% extra capacity for other sundry articles.

Vaccum feed type chlorinator - make to be approved. By MJP a. Confirming to I.S. 10533 - A Part -II 1983. b. Chlorinator equipment and container room to confirm to I.S. 10553 Part - I 1983. c. 100% standby shall be provided.

By pass arrangements - C.I. Or M.S. pipes.i) By passing all units of T.P. (ii) By passing flash mixer, clariflocculator. (iii) by passing flash mixer,clariflocculator and filter units.

Disposal of waste from WTP; Safe disposal arrangement to nearby naala including cost of pipe

For WTP capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pumping machinary, rising main etc. complete

Drainage arrangements To decent all units of WTPwith CI pipes upto boundary of each unit and further extension with RCC pipes to nearby nalla.

Electrical installation Both internal and external including entire plant area.

Laboratory equipment as per requirement (to specified during tendering).

Sanitary blocks Carpet area-15 square metre minimum upto 25 mld and 25 squre metre above 25 mld

Administrative block and internal road To accommodate office room. Chlorine room laboratory room,panel board room, blower room etc. and WBM road to connect all units from main gate of plot.

Rates given below are inclusive of uplift pressure if any and dewatering during entire work.

Disposal of waste from WTP; safe disposal arrangement to nearby nalla including cost of pipes.

For WTP of capacity 30 mld and more and additional arranangement for backwash water recycle shall be provided,including sump,pumping machinery, rising main etc. complete.

All pipes conduits channel with 22% overloading.

These rates are applicable for seimic zones-2,3 and 4.

All RCC structures shall be constructed in m-300.

All pipes and conduits channel with 20% overloading capacity.

Capacity of Conventional WTP – 7.00 MLD

Providing, installing and giving satisfactory field testing of bulk water meter, horizontal inferential multijet type with magnetic drive and dry dial suitable for ambient 50º C Temperature duly sealed against tampering complete with flanges at both ends and conforming to class B as per ISO 4064 along with manufacturer's test certificate and guarantee certificate, including cost of all materials and labour etc with OIML. MID certification for Abroad meter and FCRI for India including 36 months guarantee etc complete.

Elevated Service Reservoir (ESR)

Designing (aesthetically) and constructing RCC Elevated Service Reservoir of following capacity with RCC staging consisting of columns, internal and external bracing spaced vertically not more than 4.0 m centre to centre of ESR having capacity above 500 m3 & not more than 6 m c/c of E.S.R. having capacity 500 m3 including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 m, all labour and material charges including lowering, laying, erecting hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers water level indicators, lightning conductor, G.I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level, M.S. grill gate of 2 m height with locking arrangement of approved design B.B. masonary cambers for all valves, ventilating shafts providing and applying three coats of cement paint to the structure including roof slab an depoxy paint to internal surface and anti-termite treatnment for underground parts of the structure and giving satisfactory water tightness test as per IS Code. The job to include painting the name of the scheme and other details on the reservior as per the direction of E/I charge

The design of the structure be in accordance with relevant (I.S. 3370-2009 or revised)

The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic force and I.S. 11682-1985 for R.C.C. staging of overhead tanks.

For design having more than 6 columns, providing of internal bracing is obligatory, external bracing is also obligatory.

The entire structure shall be in M-250 mix only. However concrete in contact with water such as container, base slab, wall, roof slab & footing in water borne area shall be M-300.

Plain around mild steel bars grade I confirming to IS 432 part - I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used, grade II mild steel bars will not be allowed.

Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.

These rates are include providing, M.S. ladder for E.S.R.s upto 2 lakhs capacity and providing spiral staircase for ESR above 2 Lakh litres capacity.

Staging shall be designed with stresses of M-200 for ESR. However all RCC construction should be done in M-250 extra concrete in contact with water shall be design and constructed in M-300.

These rates are including the cost of uplift pressure if any and entire dewatering during and execution. In case of water logging area where water is stuck at shallow depth extra provision of dewatering shall be made as per site condition.

All condition given in the member secretary's circular no. MJP/TS-I/350/1668 dt 2.08.97 and MPJ/S-I/350/2127 dt 13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below.

ESR - 1 Capacity- 1.80 LL staging height - 10 m

ESR - 2 Capacity- 2.70 LL staging height - 24 m

ESR - 3 Capacity- 2.10 LL staging height- 9 m

ESR - 4 Capacity- 2.10 LL staging height- 12 m

ESR - 5 Capacity- 0.20 LL staging height- 7 m

ESR - 6 Capacity- 1.70 LL staging height- 7 m

GSR -7 Capacity- 1.90 LL

ESR - 8 Capacity- 2.00 LL staging height- 21 m

ESR - 9 Capacity- 1.6 LL staging height- 7 m

ESR - 10 Capacity- 1.6 LL staging height- 7 m

ESR - 11 Capacity- 1.8 LL staging height- 8 m

GSR -12 Capacity- 0.40 LL

ESR-13 for Capacity- 4.00 LL staging height- 23 m

Providing, installing and giving satisfactory field testing of bulk water meter, horizontal inferential multijet type with magnetic drive and dry dial suitable for ambient 50º C Temperature duly sealed against tampering complete with flanges at both ends and conforming to class B as per ISO 4064 along with manufacturer's test certificate and guarantee certificate, including cost of all materials and labour etc with OIML. MID certification for Abroad meter and FCRI for India including 36 months guarantee etc complete.

Desiging (aesthetically) and constructing RCC ground service reservoirs / RCC sumps in M-300 mix . Of required capcity including excavation in all types of strata , foundation concrete , container wells, bottom slab top RCC roof slab / or dome , 20 mm thick cement plaster with water proofing compound in CM1:3 proportion to inside face of the container , including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material changes for laying and jointing of pipe assembly for inlet , outlet washout , over flow and bye -pass arrangement consisting of C.I/ M.S D/.F pipes , specials and valves of gavin diameter , provinding and fixing accessories such as M.S ladder inside and outside , C.I Manhole frame and cover , at top slab , B.B masonry chamber for all valves , ventilating shafts , including giving satisfactory hydrauli test and water tightness test as pes IS coade and providing three cost of cement paints to all expose surface of structure including roof surface etc. complete as per design data , criteria , obligatory requirements and detailed specifications.

Anti - termite treatment shall be givien for under ground portion of the structure.

The designing shell be in accordance with various relevant I.S specification (I.S 456/2000, I.S 3370-1965 or revised)

Only M.S bar grade I conforming to I.S 432 part -I or high yield strength deformed bars conforming to I.S 1786 or I.S 1139 shall be used Grade -II M.S bars shal not be ussd.

Entire Structure shell be in M-300

The scope of pipe assembly work shall be upto 5 m beyond out side face of the well , cost of pipe valves and specials is not included in the rate but leber cost for laying and jointing is included.

The G.S.R / Sump above 15 laks liters capcity shell be in two compartment .

The job includes designing the structure for up lift pressure and dewatering if required during entire execavted stuff within lead of 50 m as directed by Engineer -in-change . If up lift considered in design , then these rate shell be increased by 7.5%.

G.S.R outlets shell be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate .Sump well includes cost of suction pit required at bottem.

for pipe diameter upto 300 mm only C.I pipe and C.I specials shell be used. Four pipe diameter above 300 mm ,M.S. pipe and specials minimum 10 mm thick be used with proper anti corrosive epoxy treatment from inside and outside.

Cost of pump house is not included in these rates .

Above rates are applicable for sismic Zone 2, 3 and 4 .

75% part shall be payable for reinforcement, concrete and plastering items of all types of G.S.R.s and sumps till satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete.

10% shall be added for sump if over head pump house is proposed.

Note-Conditions from Sr.No-1 to 11 shall form a part and parcel of tender and and must be included in the draft tender papers for work of R.C.C. GSRs and Sumps.

UGR - 1 Capacity- 3.80 Lakh Litre

UGR - 2 Capacity- 1.10 Lakh Litre

(Mechanical & Electrical Part at WTP)

Supply, installation, testing and commissioning of Centrifugal pump sets with allied equipment as under-

Providing , erecting and commissioning of Horizontal Split casing/ Multi stage Centrifugal pump (make: Kirloskar / WPIL/ Mather & Platt) as per IS:5120, capable for required discharge and head (mention below), consisting of bronze impellers, stainless steel pump shaft, etc. with all accessories coupled with energy efficient (IE3) TEFC squirrel cage induction motor confirming to IS:325 and IS:12615, having 10% more BHP than that of pump, operating on 1500rpm, 415V, 3 PH, 50 HZ [make: Kirloskar /ABB/ CGL/ Marathon/BHEL] all complete with required size of sluice valve and non- return valve standard fitting, strainers, reducer, foot valve, pressure gauge, MS delivery & Suction pipe, common header, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of E/I. (Note:-Contractor will have to check the design of pump & motor and get it approved by the Department)

Discharge -5170 LPM, against the head of 130 m, (1W+1S)

Power wiring with required 400 Sq mm 3.5 core 1.1KV grade armoured Aluminium Cables, XLPE/PVC insulated armoured cable from Transformer to MCP with suitable runs at Clear Water Pump House, including Laying, jointing and making proper terminations,etc. all complete.

Power wiring with 185 sqmm 3.0 core 1.1KV grade armoured copper Cables, XLPE/PVC insulated armoured cable from MCP to starter at Clear Water Pump House. Laying, jointing and making proper terminations, etc. all complete.

Earthing: making earthing with all materials, equipments & accessories, etc. all complete as per IE Rule for each motors.

Supplying, installation & commissioning of Lightening arrestor for Pump house, fire fighting system, first aid, Rubber matting, etc. for WTP.

Providing , erecting and commissioning of 3 ton Single Girder Hand Operated Circular / Rectangular Travelling Crane with 6 m lift complete with chain pulley block ISI marked and travelling trolley both tested for 50 % overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc. complete.

(Mechanical & Electrical Part at Clear Water Sump-A)

Supply, installation, testing and commissioning of Centrifugal pump sets with allied equipment as under-

Providing , erecting and commissioning of Horizontal Split casing/ Multi stage Centrifugal pump (make: Kirloskar / WPIL/ Mather & Platt) as per IS:5120, capable for required discharge and head (mention below), consisting of bronze impellers, stainless steel pump shaft, etc. with all accessories coupled with energy efficient (IE3) TEFC squirrel cage induction motor confirming to IS:325 and IS:12615, having 10% more BHP than that of pump, operating on 1500rpm, 415V, 3 PH, 50 HZ [make: Kirloskar /ABB/ CGL/ Marathon] all complete with required size of sluice valve and non- return valve standard fitting, strainers, reducer, foot valve, pressure gauge, MS delivery & Suction pipe, common header, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of E/I. (Note:-Contractor will have to check the design of pump & motor and get it approved by the Department)

Discharge -1680 LPM, against the head of 120 m, (1W+1S)

Supplying and erecting, assembled Fully Automatic Star Delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load relay and ON/OFF push buttons, with necessary material and connected to supply, etc complete.

Power wiring with required 240 Sq mm 3.5 core 1.1KV grade armoured Aluminium Cables, XLPE/PVC insulated armoured cable from Transformer to MCP with suitable runs at Clear Water Pump House, including Laying, jointing and making proper terminations,etc. all complete.

Power wiring with 50 sqmm 3.0 core 1.1KV grade unarmoured copper Cables, XLPE/PVC insulated unarmoured cable from Transformer to MCP at Clear Water Pump House. Laying, jointing and making proper terminations, etc. all complete.

Earthing: making earthing with all materials, equipments & accessories, etc. all complete as per IE Rule for each motors.

Supplying, installation & commissioning of internal and external lighting with all materials, Lightening arrestor for Pump house, fire fighting system, first aid, Rubber matting, etc. at Pumping plant.

Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below 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, including Travelling trolley.

(Mechanical & Electrical Part at Clear Water Sump-B)

Supply, installation, testing and commissioning of Centrifugal pump sets with allied equipment as under-

Providing , erecting and commissioning of Horizontal Split casing/ Multi stage Centrifugal pump (make: Kirloskar / WPIL/ Mather & Platt) as per IS:5120, capable for required discharge and head (mention below), consisting of bronze impellers, stainless steel pump shaft, etc. with all accessories coupled with energy efficient (IE3) TEFC squirrel cage induction motor confirming to IS:325 and IS:12615, having 10% more BHP than that of pump, operating on 1500rpm, 415V, 3 PH, 50 HZ [make: Kirloskar /ABB/ CGL/ Marathon] all complete with required size of sluice valve and non- return valve standard fitting, strainers, reducer, foot valve, pressure gauge, MS delivery & Suction pipe, common header, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of E/I. (Note:-Contractor will have to check the design of pump & motor and get it approved by the Department)

Discharge -460LPM, against the head of 86 m, (1W+1S)

Supplying and erecting, assembled Fully Automatic Star Delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load relay and ON/OFF push buttons, with necessary material and connected to supply, etc complete.

Power wiring with required 50 Sq mm 3.5 core 1.1KV grade armoured Aluminium Cables, XLPE/PVC insulated armoured cable from Transformer to MCP with suitable runs at Clear Water Pump House, including Laying, jointing and making proper terminations,etc. all complete.

Power wiring with 10 sqmm 3.0 core 1.1KV grade unarmoured copper Cables, XLPE/PVC insulated unarmoured cable from Transformer to MCP at Clear Water Pump House. Laying, jointing and making proper terminations, etc. all complete.

Earthing: making earthing with all materials, equipments & accessories, etc. all complete as per IE Rule for each motors.

Supplying, installation & commissioning of internal and external lighting with all materials, Lightening arrestor for Pump house, fire fighting system, first aid, Rubber matting, etc. at Pumping plant.

Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below 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, including Travelling trolley.

Clear Water Rising main.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Laying of Clear water Rising Main.

Supplying centrifugally cast (spun) Ductile iron pressure pipes for water supply with socket and Spigot ends conforming to IS 8329/2000 in standard working lengths of class K-9 suitable for push-on-joint (Rubber gasket D jointing ) with cement morter lining inside surface and outside zinc coating with bituminous paint including all other taxes, insurance carriage to work site with loading unloading etc. stacking including inspection charges and all taxes all completewith one no. rubber insertion along with each pipe(including carriage 300 Km)

DI K-9,Dia 100 mm

DI K-9,Dia 150 mm

DI K-9,Dia 200 mm

DI K-9,Dia 250 mm

DI K-9,Dia 300 mm

DI K-9,Dia 350 mm

Supplying labour tools and tackles for testing of laid CI or UPVC or HDPE or AC or DI pressure pipe up to 60 m meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally.

DI K-9,Dia 100 mm

DI K-9,Dia 150 mm

DI K-9,Dia 200 mm

DI K-9,Dia 250 mm

DI K-9,Dia 300 mm

DI K-9,Dia 350 mm

Providing and supplying lSI 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 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523

Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.6)

DI K-9,Dia 100 mm

DI K-9,Dia 150 mm

DI K-9,Dia 200 mm

DI K-9,Dia 250 mm

DI K-9,Dia 300 mm

DI K-9,Dia 350 mm

Providing and Supplying air valves as per IS-10845-2000at MJP's standard specifications of approved make and quality of following diameters including all taxes (central & local), railway freight, inspection charges, unloading from railway wagons, laoding in to truck, transportation upto departmental stores/ site unloading and stacking etc. complete. (Airvalve singe ball flange/ Screwed type -PN-1.6).

25 mm dia Air Valve

35 mm dia Air Valve

Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes 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

Earthwork in excavation in ordinary rock or soft rock(where blasting is not needed)(vide classification of soil item c) with initial lead of 10 M and initial lift of 1.5 m including dessing making the sites in proper profile and dressing the bed in proper grade etc. all complete as per specification and direction of E/I (20%)

Supplying labours, tools , tackles, lubricant etc for laying and jointing C.I.S/S Tyton pipes (class LA/DI) trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S.-5382-1969) and making gasket joints 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.

DI K-9,Dia 100mm

DI K-9,Dia 150mm

DI K-9,Dia 200mm

DI K-9,Dia 250 mm

DI K-9,Dia 300 mm

DI K-9,Dia 350 mm

Lowering, laying and fixing in proper alignment and positioning 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). Air Valve single Ball (PN-1 and PN-1.6)

25 mm dia Air Valve

35 mm dia Air Valve

Supplyng labour and tools for fixing sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.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 volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.

100 mm Dia

150 mm Dia

200 mm Dia

250 mm Dia

300 mm Dia

350 mm Dia

Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge.

Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including inspection charges, transportation to departmental stores excluding GST levied by GOI & GOM in all respect etc. complete

(i) 100 mm dia

(ii) 150 mm dia

(iii) 200 mm dia

Lowering, laying and fixing in proper alingment and position all types of C.I. D / F angle type spring loaded pressure relief valve including cost material labour, cost of conveyance from stores to site of work and giving satisfactory hydroulic testing etc. complete. (for all class of valves.)

(i) 100 mm dia

(ii) 150 mm dia

(iii) 200 mm dia

Construction of B.W.masonry valve chamber of size 1.20x0.90 x1.50 mt.as per enclosed annexure.(upto 250 mm dia)

Supply all materials & construction of Thrust Block where required.

Distribution System

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Providing all labour, materials, equipment to procure and laying of pipes for distribution main .

Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes 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 (Classification soil item B) - 70% of excavated earth.

Earthwork in excavation in ordinary rock or soft rock(where blasting is not needed)(vide classification of soil item c) with initial lead of 10 M and initial lift of 1.5 m including dessing making the sites in proper profile and dressing the bed in proper grade etc. all complete as per specification and direction of E/I.

Supplying tool cutting road as well restoring the same as per specification and direction of E/I

Pucca road-

Water Bound Macadam Road-

Dismentaling plain cement or lime concrete work including stacking servicable materials in countable stacks within 15 meter lead and sisposal of unservicable materials with all leads all complete as per direction of E/I.

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stones chips 20 mm - 6mm size graded and clean coarse sand FM 2.5 to 3.0 including screening shuttering mixing cmenet concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I.

Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge.

Supplying centrifugally cast (spun) Ductile iron pressure pipes for water supply with socket and Spigot ends conforming to IS 8329/2000 in standard working lengths of class K-7 suitable for push-on-joint (Rubber gasket D jointing ) with cement morter lining inside surface and outside zinc coating with bituminous paint including all other taxes, insurance carriage to work site with loading unloading etc. stacking including inspection charges and all taxes all complete( including cost of rubber gasket along with each pipe .)

(i) 100 mm dia pipe

(ii) 150 mm dia pipe

(iii) 200 mm dia pipe

(iv) 250 mm dia pipe

Providing and supplying lSI 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 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523

Supplying labour tools and tackles for testing of Laid CI or UPVC or HDPE or AC or DI pressure pipe up to 60 mm meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally.

(i) 100 mm dia pipe

(ii) 150 mm dia pipe

(iii) 200 mm dia pipe

(iv) 250 mm dia pipe

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 joints 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.

(i) 100 mm dia pipe

(ii) 150 mm dia pipe

(iii) 200 mm dia pipe

(iv) 250 mm dia pipe

Labour charge for one cutting of cast iron pipe and specials including necessary tools and plants , chipping of filling surface finish as per specification and direction of E/I

(i) 100 mm dia pipe

(ii) 150 mm dia pipe

(iii) 200 mm dia pipe

(iv) 250 mm dia pipe

Providing Double Flanged Sluice valve (Size 50 mm to 1200 mm) confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.0)

(i) 100 mm dia pipe

(ii) 150 mm dia pipe

(iii) 200 mm dia pipe

(iv) 250 mm dia pipe

Providing Double Flanged Scour valve (Size 50 mm to 1200 mm) confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.0)

(i) 100 mm dia pipe

Supplyng labour and tools for fixing CI/DI sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.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 volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.

(i) 100 mm dia pipe

(ii) 150 mm dia pipe

(iii) 200 mm dia pipe

(iv) 250 mm dia pipe

Scour Valve

Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size

BOUNDARY/ COMPOUND WALL (Boundary wall = 1793.20 M)

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job.

Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty.

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/I.(Mode of measurement compacted volume).

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 metal grade - III ( 50mm to 25mm 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. Qnty in Foundation:

Centering and Shuttring

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm 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. Qnty in Foundation:

Centering and Shuttring

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Stiffners with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.

Centering and Shuttring

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in band at plinth level with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.

Centering and Shuttring

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in band at lintel level with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.

Centering and Shuttring

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 snow cerm 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. .

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 lead of 50m and lift of 1.5 M all complete as per building specification & direction of E/I

Carriage of construction materials to work site including loading, unloading & stacking 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

Cost of Gate (4 Nos)

Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty.

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/I.(Mode of measurement compacted volume).

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 metal grade - III ( 50mm to 25mm 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. Qnty in Foundation:

Centering and Shuttring

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade - III ( 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 Shuttring

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Column with approved quality of stone metal grade - III ( 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 Shuttring

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Band at Plinth level with approved quality of stone metal grade - III ( 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 Shuttring

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 lead of 50m and lift of 1.5 M all complete as per building specification & 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 25x25x6mm M.S angle farme 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 direction of E/I.

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

Carriage of construction materials to work site including loading, unloading & stacking 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

Staff Quarters

Doing Geotechnical survey, Collecting field data, designing aesthetically, getting it approved by competent authority and Provision of twin type Staff Quarter etc. all complete job.

E / W in excavation in foundation trenches in ordinary soil (vide classification of soil item - A ) and disposal of excavated earth obtained to a distance upto 50 M including all lift leveling, ramming the foundation trenches removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I.

Providing, coarse clean sand in filling in foundation trenches/ in plinth including ramming & watering in layers not exceeding 150mm thick with all leads, including cost of materials, labour, royalty & taxes all complete as per building specification & direction of E/I. (mode of measurement compacted volume).

Providing designation 75 A 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 -100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade- III (50 mm to 25 mm size) clean coarse sand of F.M.2.5 to 3 including screening, shu ttering , mixing cement concrete in mixer & placing in position, vibrating, striking, curing, taxes & royalty all complete as per building specification & direction of Engineer-in-charge.

Providing designation 75A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, costs 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 to 3 including screening, shuttering, mixing cement concrete in mixer with 5 % cico or any other approved water proofing compound and placing in position, 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 Superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm 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 R.C.C.M -150 with nominal mix of (1:2:4) in lintel with approved quality of stone ships 20 mm to 6 mm size graded & clean coarse sand of F.M. 2.5 to 3 including screening, centering, shuttering, 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 and direction of E/I.

Centering and Shuttring

Providing average 63 mm thick R.C.C.M-150 with nominal mix of (1:2:4) chajja with approved quality of stone chips 20mm to 6mm 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 ceiling & 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 Shuttring

Shelves

Providing R.C.C. M-200 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 of FM 2.5 to 3 including screening, centering, shuttering, 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 Shuttring including proping

Supplying, fitting & fixing good quality, well dressed & well seasoned sal wood work in chaukhat in doors, windows, skylights, fanlights 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 the E/I.

Supplying fitting and fixing 250 x 20 x 6 mm L-type M.S. Clamp properly fish tailed, including making holes and setting the same in 375 x 125 x 75 mm cement concrete block (1:2:4) with cost of all labour and materials and taxes as per building specification and direction of E/I .

Supplying fitting & fixing 38mm thick good quality well dressed and well seasoned Sal wood battened shutter ledged & braced in doors and windows with oxidized iron fitting such as hinges, sliding door bolts, tower bolts, handles or rings, hooks and eyes, cleats, sand block as per schedule, taxes & royalty all complete as per building specification & direction of E/I.

Supplying, fitting & fixing M.S. Grill made of 20 x 6mm M.S. Flat as per approved design & drawing properly fabricated with Joints continuous fillet welded and finished 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.)

40Kg / sqm (40x7.56m2)

Providing 25 mm thick precast R.C.C. M-150 with nominal mix of (1:2:4) jali with approved quality of stone chips of 6 mm 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 of E/I.

Providing and fixing fan hook of 16 mm dia M.S. bar 1 meter long bent to required 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 and direction of E/I. (where material is not supplied by Deptt.).

Supplying fitting and fixing M.S. grill gate with M.S. grills made of 20 x 6 mm M.S. flats or 16 mm .M.S. square bars fitted on 25 x 25 x 6mm. M.S. Angle frame of size 60 x 60 x 6 m m 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 priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. (when steel is not supplied by the Deptt.)

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 12 mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, Curing with all leads & lifts of water, scaffolding, taxes and 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

Earth work in 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 two snowcem of approved shade and makeover cost of cement primer including cost of cleaning surface thoroughly and removing the scales of smoke and mosh marks with jhama rubbing, scaffolding , washing, of floors and taxes all complete as per building specification and direction of E/I.

Color washing two coats over a coat of white wash over new surface with approved quality of lime in approved shade including the cost of cleaning surface thoroughly and removing the scales & mosh marks with jhama rubbing, scaffolding washing of floors and taxes all complete as per building specification and direction of E/I.

Providing two coats of synthetic enamel paint of approved shade and make over new wooden surface including cleaning the surface after 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 two coats of synthetic enamel paint of approved shade & make over steel surface including cleaning the surface thoroughly, scaffolding & taxes all complete as per building specification & direction of E/I.

Providing tor steel reinforcement of 8 mm dia as per approved design and drawing excluding carriage of 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 Specification and direction of E/I.TMT Fe 500 (Only valid for SAIL and TATA )

Carriage of construction materials to work site including loading, unloading & stacking 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 PVCSystem).

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 Tor 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

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

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 25 KM lead

Sand 10 KM lead

Stone/Stone Chips 10 KM lead

Boulder 10 KM lead

House Connection = 19569 Nos

Earth work in excavation(as per IS 3114/1965 for laying of different types and sizes 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 E/I.(For soil item B)

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.royality and taxes all complete as per building specification and direction 0f E/I.(mde of measurement compacted volume)

Providing a PCC M-150 in nominal mix of(1:2:4)in foundation with approved quality of stone chips 20mm to including screening,shutteing,mixing cement concrete in mixer and placing a position,vibrating,striking,curing,taxes and loyality complete all as per building specification and direction of E/I

Providing centring and shuttering etc

Earth work in backfilling the trenches after laying different types and size of pipes with earth removed during exacavation within initials leads and lifts as per building specification and direction of E/I

Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5with 1.5 mm thick ceme punning over it including screenig,curing,wit all leads and lifts of as per building specification and direction of E/I.

Providing and supplying Blue MDPE pipes confirming to ISO 4427:1996 manufactured from vrgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies lke WRC/CIPET(india)/DVM/KWA/SPGN etc for usage in drinking water with quality system. This cost shall include testing of all materials all taxes central, state, municipal, inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed. PN16(SDR-9) with ED (20mm)

providing and supplying G.I. Pipes (tata and equivalent make) for usage in drinking water with quality system. The cost shall include testing of al materials all taxes central state, municipal , inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed. (15mm)

Lowering laying and Jointing HDPE/MDPE pipes in proper position including all specials by compression fitting/electrofusion and but fusion jointing procedure including hydroulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion C30machine, electric mirror/ heater / but fusion welding machine with hydraulic jack, top loading clamp etc. pump and accessories fro hydraulic testing and all labours as direted by E/I as per IS-7634 part-2 (20mm)

Supplying labours and tools fro fixing G.I. Pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, celling and floor including supplying and fittings 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/I.

Supplying and fixing of 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 (3mm dia)

Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I (20mm dia)

Providing and fixing of male ended C.I. Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I (20 mm dia)

Supplying and fixing G.I. Fitting of approved make all complete as per specification and direction of E/I

20mm dia Elbow

15mm dia Elbow

20mm dia reducing socket

20 mm dia nipple

15 mm dia nipple

20mm dia union socket

15mm dia socket

20mm dia socket

Carriage of materials

Operation & Maintenance for Five years (excluding energy charge)

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

Labour Cess

WPIL LIMITED

JMC Projects (India) Limited