DHANKHOLI PUMPING WATER SUPPLY SCHEME AUGMENTATION WORK

Rates for DHANKHOLI Water Supply Scheme .Block- TARIKHET, District – Almora

Source and Tratment Work

Construction of R.C.C. Intake chamber having (1.0mx1.0mx1.5m) size at tapping point of Source / Gadhera for collection of water including supply of all materials,labour, T&P etc. complete.

French well as per Departmental Type Design

Construction of R.C.C. roughening filter cum screening chamber nearby Gadhera / Source including supply of all materials,labour, T&P etc. complete.

Construction of 6m Boulder Filled Gallery (B.F.G.) nearby Gadhera / Source including supply of all materials, labour, T&P etc. Complete

Protection works @ 10% of above items and cartage as per details attached RR 1:6

RR dry

Rising Main

Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment,Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. 32 mm dia 3.2 mm thick

65 mm dia 4.0 mm thick

Excavation of earth for pipeline in following strata lift upto 1.5 m lead upto 30 m including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour, T & P etc.all complete assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajari and boulders and rest 25% will be in medium rock. Soil mixed

Medium Rock

Supply & fixing of following Valves and Fittings.Cast Steel Sluive Valve 30kg/sqcm 80 mm dia.

100 mm dia.

Supply of all materials, labour, T & P etc. and Construction of Sluice Valve / Reflux Valve / Scour Valve Chamber as per type design complete. (Size 1.20mx1.20mx1.20m.)

Supply of all materials, labour, T&P etc. and Construction of Anchor Block as per type design complete. (Size 1.0mx1.0mx1.0m.)

Cartage of following pipes, specials, valves and fittings from rail head Kathgodam up to site of work including loading, unloading and stacking complete.

Painting of MS ERW Pipes with 2 coats of approved quality. (Anti-Corrosive paint over one coat of Primer)

Dismantling of Flexible Pavements by manual meansBituminous Courses

Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.

Protection Works as per actual

Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.50m in width or 10.0sqm in plan) including dressing of sides and ramming of bottoms, lift up to 1.50m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m in all kinds of soil.

Concrete with cement, coarse sand & 40mm gauge stone ballast in proportion 1:4:8 in foundation and floors including supply of all material, labour and T&P etc. required for proper completion of work, as per drawing and technical specification clause 802, 803, 1202 & 1203.

Random rubble masonry laid in 1:6 cement and sand mortar breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specification clause 702, 704, 1202 & 1203 of MORD specification.

Random rubble masonry laid dry in breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specification clause 702, 704, 1202 & 1203 of MORD specification.

Providing cement concrete, nominal mix in 1:2:4 with cement, coarse sand & 20mm gauge stone ballast in open foundations, as per drawing and technical specification clause 802, 803, 1202 & 1203.

Clear Water Reservoir

Supply of all materials, labour, T&P etc and construction of R.C.C. Sump / CWR of following capacities (KL) with M.S. ladder outside & inside of the tank, M.S.M.H. cover with locking arrangement, supply and fixing of chlorinator, cowl,outlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2 .5.00KL

R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in charge (cost of earth works in excavation, concrete works in foundation to be paid separately).

Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire

Protection works @ 10% of sub total A and cartage as per details attached. RR 1:6

RR Dry

Gravity Main

Providing of all materials, carting from site store to site of work, laying & jointing of G.I. screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc.) in trenches with its cutting, threading and testing of pipe line etc complete. 40mm dia

50mm dia

65mm dia

Dismantling of following dia screwed and socketed G.I. Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50.00m but excluding the cost of earth work 40mm dia

50mm dia

65mm dia

Excavation of earth for pipe line in following strata lift upto 1.5m. Lead upto 30m. Including refilling,watering,ramming of excavated earth into the trenches and removal of surplus earth upto adistance of 60m. Fromtrenches including supply of labour,T&P.etc complete.Assuming that 90%pipe line is laid in trenches ,it is estimated that 75% exavation will be in soil mixed with shingle,bajri&boulders and rest 25%will be in soft rock. Soil mixed with boulder and bajri

Soft rock

Relaying of dismantled G.I.Pipe in true alignment in trenches including supply of all materials,labour,T&P etc. complete. 40mm dia

50mm dia

65mm dia

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

50mm dia

65mm dia

High head cast iron air valves 15mm (T.P.-10 kg/Sqcm)

Supply of all materials, labours, T&P etc and construct gate valve chamber as per type design complete.

Supply of all materials, labours, T&P etc and construct air valve chamber as per type design complete..

Protection works @ 5% of the above items and cartage of materials (details attached) RR 1:6

RR dry

Distribution System

Providing of all materials,Carting from site store to site of work,Laying & jointing of GI (M) screwed pipes(including supply of all jointing materials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. Medium Duty (class 'B') 15 mm

Medium Duty (class 'B') 20 mm

Medium Duty (class 'B') 25 mm

Medium Duty (class 'B') 32 mm

Medium Duty (class 'B') 40 mm

Medium Duty (class 'B') 50 mm

Medium Duty (class 'B') 65 mm

Dismantling of following dia screwed and socketed G.I. Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50.00m but excluding the cost of earth work 25mm dia

Medium Duty (class 'B') 32 mm

Medium Duty (class 'B') 40 mm

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix

Excavation of earth for pipe line in following strata lift upto 1.5m. Lead upto 30m. Including refilling,watering,ramming of excavated earth into the trenches and removal of surplus earth upto adistance of 60m. Fromtrenches including supply of labour,T&P.etc complete.Assuming that 90%pipe line is laid in trenches ,it is estimated that 75% exavation will be in soil mixed with shingle,bajri&boulders and rest 25%will be in soft rock Soil mixed with boulder and bajri

Soft rock

Relaying of dismantled G.I.Pipe in true alignment in trenches including supply of all materials,labour,T&P etc. complete. 25mm dia

Medium Duty (class 'B') 32 mm

Medium Duty (class 'B') 40 mm

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

Supply and fixing of the following fittings including cartage of materials, labours, T&P etc complete Gate valves (Class-I) as per I S 778/1997 15 mm dia.

20mm dia

25mm dia

32mm dia

40mm dia

50mm dia

65mm dia

Supply of all materials, labours, T&P etc and construct gate valve chamber as per type design complete.

Supply of all materials,labours ,T.&P. etc. and making ferrule connection to provide FHTC to the consumers under JJM complete (Excluding pipe for a single connection) (For leftover conections)

Protection works @ 5% of the above items and cartage of materials (details attached).

RR dry

Cartage of Materials

Intake&Treatment works

Gravity Main

Distribution System

Hiring of godown

Construction of Minitubewell

Transportation of Rig Machine, Air compressor O.P. unit camp equipgages, connected T&P & necessary material erequired for drilling up to site of work, including loading, unloading etc. complete.

Drilling of Borehole from GL to 100 mtr. BGL by rig machine using ODEX method including lowering,welding of required kind/sizes of MSERW casing pipes.

Drilling of bore 200 mm size DTH method from bottom of casing shoe

Supply of 200mm dia MS ERW casing 7.1mm thick plain pipe

Supply of 200mm dia MS ERW fincut 7.1mm thick slotted pipe

Lowering of 200mm dia MS ERW casing pipe

Supply & fixing of 200mm dia, 8mm thick tubewell cap.

Supply & fixing of suitable size casing shoe

Supply & fixing of suitable size bit tube of 100 cm

Supply & fixing of 200 mm size MS housing clamp 8 mmthick

Development of tubewell by 350 PSI/1100 CFM Air compressor

Development of minitubewell by suitable submersible OP unit complete with lowering,lifting of pumping plant having suitable discharge including running of OP unit and yield testing of tubewell by V notch atleast for 30 hrs to the satisfaction of Engineer incharge

Dismentaling of Rig machine & other equipments and clearence of site after completion of work

Development of tubewell by the suitable capacity O.P. unit including supply & installation of pumping plant.

Drilling of test bore

Transportation of Rig Machine, Air compressor O.P. unit camp equipgages, connected T&P & necessary material erequired for drilling up to site of work, including loading, unloading etc. complete.

Drilling of Borehole as per IS 2800-1979 using ODEX 115(tube)attachment required for drilling in alluvial,boulder,pebbles,graves, rocky stone, sticky clay etc 120 mtr depth

Supply & fixing of suitable size casing shoe suitable for ODEX drilling and made from EN-24 steel

Dismentaling of Rig machine & other equipments and clearence of site after completion of work

Construction of pumphouse

Earth work in excavation by mechanical means (hydraulic excavator) /manual means over areas exceeding 30cm in depth, 1.50m in width as well as 10 sqm on plan ) including disposal of excavated earth within a lead of 50 m & lift up to 1.5 mtr. Disposal earth to be leveled and neatly dressed. Excavation in all kind of soils.

Earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift up to 1.5 mtr including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in ordinary rock.

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

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering finishing and reinforcement -all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grad aggregate 20 mm nominal size)

Reinforced cement concrete work in beams , suspended floors, roofs having slope up to 15 degree landing, balconies, shelves, chajjas, lintels, bands, plain window sills, stair cases and spiral stair cases up to floor five level excluding the cost of centering and shuttering finishing and reinforcement - in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grade aggregate 20 mm nominal size)

Reinforcement in RCC work including straightening, cutting, bending, placing in position and binding, using Thermo-Mechanically Treated bars all complete.

Centering and shuttering including strutting, roping etc. and removal of form for edges of slabs and breaks in floors and walls under 20 cm wide circular in shape. Foundation raft & tie beams

Columns

Beams

Provide Ist class brick in 1:6 cement and sand mortar. In foundation up to plinth

in superstructure

40mm thick DPC in 1:2:4 with cement, sand and 20mm gauge stone ballast mortar

Steel work welded built of section /framed works including cutting fixing in position applying a priming code of approved steel primer using steel its as required in gratings, frames, guard bar, ladder, railing gates and similar works.Door Chaukhat

Section window's

Earth filling into plinth including it's excavation.

Provide 40 mm thick PCC flooring in 1:2:4 with cement, sand and 20mm gauge stone ballast mortar.

Provide 5mm thick glass strips on flooring 20mm deep.

Provide 15 mm thick plaster in 1:4 cement and sand mortar (Rough &.plain both sides)

Provide acylic smooth exterior paint (two or more coats) to give an even shade.

Painting on doors and windows (two or more coats) over and including one priming coat.

Supply and fixing of 4mm thick plane glass panes on window's including supply of nails and putty etc all complete.

Protection work

Earth work in foundation for retaining, breast wall's etc., in all type of soils, rocks including all lead, lift and disposal of surplus material as per direction of engineer-in-charge, as per drawing and technical specification clause 305.1 of MORD specification.

Concrete with cement, coarse sand & 40mm gauge stone ballast in proportion 1:4:8 in foundation and floors including supply of all material, labour and T&P etc. required for proper completion of work, as per drawing and technical specification clause 802, 803, 1202 & 1203..

Random rubble masonry laid dry in breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specification clause 702, 704, 1202 & 1203 of MORD specification.

Random rubble masonry laid in 1:6 cement and sand mortar breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specification clause 702, 704, 1202 & 1203 of MORD specification.

Providing cement concrete, nominal mix in 1:2:4 with cement, coarse sand & 20mm gauge stone ballast in open foundations, as per drawing and technical specification clause 802, 803, 1202 & 1203.

E & M works for Tube Well

Pump and Related Electrical Items.

Supply of Energy Efficient Submersible Pumpsets of various duty parameters, Make KSB Pump of 150-500 LPM dischage at 210 m head with 15 HP electric motor (TW-1 to OHT-1) (1 W+ 1 S)

Supply and installation of Dry Auto transformer start ATS type starter cum panel for submersible motors incluing capacitor . For operation on 400 volts+/- 10% three phase 50 c/s AC supply complete with Cu bus bar, internal interconnection and comprising of AUTO TRANSFORMER STARTER, Electronic over load, Single phasing, reverse phasing protection relays and under and under voltage protection,with Metering & Protection calss CT, Time Delayed Capacitor duty contactor operated LT power capacitor, single phase preventor, indicating lamp, door switch with complete internal connection by copper wire & should be suitable toi integrate Multi function power meter for following duties of Pump motors. (5-15)HP

Pumping Plant accessories for tube wells including wiring, earthing material, piping & valves, gauges, required tools for maintenance, chain pully block, 2 ton capacity, rubber resistance sheet, testing of plant at site and painting entire insttlalation etc. as per unit estimate complete.

Industrial Grade electrification of Pump House and Pump House Camps with Copper wiring in UPVC conduit.

Supply & Fixing of miniRTU system for automation

Provision for supply & fixing of new pump,starter & motor sets

Submersible pump & motor set 10 HP,50 LPM Discharge & 260 mtr

Auto Starter delta starter panel complete supply and fixing

Supply and fixing Induction motor make kirloskar/ comptor 10HP

Double regulation flat with connection 20 mtr

Submersible Pump of 10 LPM Discharge & 110 Mtr head with ectro motor of 5 HP

Starter of 5 HP submersible

Supply and fixing Induction motor make kirloskar/ comptor 5HP

Supply & fixingof all pump,motor &starter

Nut bolt Tool Box and other necessary spare parts for maintenance of pump house and other foreseen material

Chain pully of 4.0 TON for Pump House and Tube well

Insulation Rubber Mat for Pump house for the Insulation of Pump and Earthing.

Transportation charges

NRV valves 100 mm PN Rating 3.0.

AUTOMATION SYSTEM FOR PUMP HOUSE

IRTU/PLC intelligent GSM based Remote Terminal Units of With analog and Digital Parameters and features as specified one each for 2 Pumps to store and transmit data on GSM backbone.

GSM based wireless communication hardware for RTUs capable to transfer data from remote site to MCS/LMS with all accessories.

Level transmitter as specified automatic 0-10 mtr

Intelligent Energy meter suitable for automation

Valve autuator for 80 mm dia valve

Auto phase reversal unit 100 HP-150 HP

Actuator Panels

Hard wired Timer circuit for actuators

Pressure transmitter

Isolation Transformer (440 V step down 220 V for Protection of site Electric

Over Voltage & Under Voltage Trip Protection (350 V- 450 V)

Electronic flow Metors for line Sizes of Automata/E & H/Nivo make for 80 mm line size with local electronic (display and set point facility)

2 Core Cable 1.5 mm

4 Core Cable 1.5 mm

10 Core Cable 1.5 mm

conduit pipe 1"

conduit pipe 1.5"

Accessories like conduct pipe flexible pipe, PVC bend,AC & DC relays with base, lugs etc.

Erection commissioning of all instruments and customization of software.

Operation and maintenance of pumping station by atomization

Labours needed for fixing automation system in pump house