Construction of Rural Water Supply For SVS under JJM in different Village of Latehar District with FHTC work and 05 Yr O M under D W and S Div Latehar for FY 2022-23 Group No SVS Alaudiya

Amount

(MODEL-1A)-09Nos

DEEP DRILLED TUBE WELL OF 125/115 MM DIA, 60 MTRS WITH INSTALLATION OF INDIA MARK II (IS:15500 Part-2/2004) HAND PUMP.

A. Drilling Portion

Construction for 115/125 mm dia drilled Tube-Well for drilling in all kinds of soil rock for installation of hand pump with D.T.H Rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant for making 125/115 mm dia boring etcand cost of transporting rig machine and other vehicle up to site work as per specification and direction of Engineer-in-charge.

(a) Up to 30mtr. Depth bellow G.L. in Rural Areas

(b) Beyond 30mtr. In Rural Areas

Providing all equipments and labour for lowering 125mm dia blue UPVC Casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site.

Supplying labour cement and calcium chloride or bentonite solution and equipments for Grouting to Casing Pipe all complete job including carriage of material to work site as per specification & direction of E/I

Supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per direction E/I.

Supplying all materials labours and equipment including 125 mm dia GI/CI cap 125 mm dia T/W properly all complete and taking it out as per specification & direction of E/I. (the cap will be property of department)

B. Civil Portion

Supplying all tools, equipment, labours and lowering 32 mm dia G.I. (Medium) pipe in DT in 3 mtr. Length all complete job as per direction of E/I. Including carriage of materials.

Supplying all tools, Labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of E/I.

Supplying all materials, labours for fitting and fixing of India Mark II Hand Pump with all accessories all job complete as per direction of E/I. Including carriage of materials.

Supplying all materials, labours and equipment for constructing PCC (1:2:4) circular platform around each drilled tube well including 12mm thick cement plaster (1:4) with neat cement punning over exposed surface as per UNICEF design etc. all complete. Including carriage of materials.

Supplying all materials labour and equipment for constructing PCC (1:2:4) drain as per UNICEF Design etc. all complete .Including carriage of materials.

Add Extra Item for Supplying tools, labours and materials for painting, numbering and year for construction of T/Well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of T/W such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet/format all complete as per direction of E/I.

C. COST OF MATERIALS

cost of standard I.S.I. mark Deep Well Hand Pump for India mark-II, I.S.I. 15500 (Part 2) / 2004 with latest revision including 12mm x 3 meter long 8 no. Connecting Rods made of bright bar electro-galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore well casing pipe.

Cost of 32 mm dia GI pipe (Medium) 3 Mtrs long screwed at both ends with seamless socket as per IS:1239(Part 1990).

Cost of 125 mm dia blue UPVC Casing Pipe as per I.S.12818/2016 CML no.- 5543459

Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump

Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories.

SPV arrays contains specified No of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual PV modules should be minimum 200 watt peak.

i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)

ii) All external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required.

iii) The PV modules should be mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h.

iv) The module mounting structure should be hot dip galvanized according to IS 4759.

v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided

vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)

vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV

viii) The suction/delivery pipe shall be UPVC / H.D.P.E. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg/Sq cm- PE 100 grade for pump up to 3HP & 10 Kg/Sq cm- PE 100 grade for 5 HP.

ix) All cable used shall be as per IS 694. Suitable size of cable shall be used in sufficient length for inter connection between the SPV array to SPV controller and SPV controller to solar power pump. Provision of cable shall be as per IS 14536.

x) The motor pump set should have a 5 years warranty.

xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)

xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.

xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.

xiv) With third party inspection before dispatch.

xv) Fitting, fixing & mounting on water tank steel structure.

xvi) Provision for web based remote monitoring of the pumps to be installed must be made through the inbuilt controllers . It should be possible to ascertain the daily water output, the power generated by PV Array ,the Up and down time of the pump during the year, number of days the pump was unused or under breakdown repairs.

The following details should be marked indelibly on the motor pump set

a) Name of the Manufacturer or Distinctive Logo.

b) Model Number.

c) Serial Number.

Solar submersible motor pump (SPV DC Type)

i) 1 HP (DC Pump) with 900 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 120 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE)

Provision of solar night lamp.

Earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,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 (vide classification of soil item -B)

(BCD-SOR-5.1.1+5.1.2)

Foundation for Steel structure staging

4nosx0.90mx0.90mx1.35m

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)

(BCD-SOR-5.1.10)

Foundation for Steel structure staging

4nosx0.90mx0.90mx0.075m

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I 4nosx0.90mx0.90mx0.075m

Providing RCC M-200 in nominal mix of (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I.(BCD-SOR) Part- A 7.2 C Case 1

Footing (BCD-SOR-5.3.1.1)

4nosx0.90mx0.90mx0.25m

Vertical Pedestal (BCD-SOR-5.3.2.1)

4nosx0.35mx0.35mx1.150m

Tie Beam (BCD-SOR-5.3.2.1)

4nosx0.25mx0.25mx1.085m

Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including 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.

Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge.80% OF E/W (3.1.1.2)

Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.

Cement+Rod (Lead20Km)

Sand (Lead 20Km)

Stone Chips (Lead 20Km)

Construction of galvanized tubular Steel structure staging for (4.5m) HDPE water storage Tank& Solar Panel.

Providing structural steel galvanised tubular hollow section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge ,including cutting fabricating ,hoisting , erecting and fixing in position , making riveted/bolted /welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns (Net wt. of components to be Galv) preferably TATA structural section etc complete.

Information board for IEC

Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete (MJP 2019-2020 Sec F Item 6)

Materials and labour for vinyl painting of matter given by department in different color (As per Market Rate)

Installation of Water Storage Tank

Providing and fixing HDPE container Syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 2000.00 litres Capacity Water storage Tank(DWSD item No-01 M)

Transportation Charge

Lifting of 2000 Litrs Capacity Tank up to 4.5m height with lifting tools with rope and labour

Making hole in Tank

Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.

Rising and Distribution Network with House Connection including Platform & Stand post

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. (DWSD-3.1.1.1)

Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete BCD-5.10.2

Providing PCC M-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I. for construction of road cutting portion- BCD-5.3.1.1

Rising Main

Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler),

50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe

63 mm HDPE Pipe-

Distribution

Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10 (Item No-112M 1028)

63 mm HDPE Pipe-

50 mm HDPE Pipe-

32 mm HDPE Pipe-

20 mm HDPE Pipe-

Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end).DSR 18.17.5

50 mm dia .

Providing and supplying High Density Polyethylene (HDPE ) fittings of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10 10% of UPVC Cost

Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. MJP 19-20 sec-I-IX sl no -2(i)

For Rising

50 mm HDPE Pipe

63 mm HDPE Pipe-

Distribution

63 mm HDPE Pipe-

50 mm HDPE Pipe-

32 mm HDPE Pipe-

20 mm HDPE Pipe-

Supplying all materials (15 mm dia G.I. pipes )

Supplying all materials , labour and tools for fixing 15 mm dia G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-Charge. DWSD 3.1.2(i)

Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. DWSD 3.1.13

(1) Elbow

(a) 15 mm dia.

(2) Reducer Socket -

(a) 20 x 15 mm dia.

(3) Nipple -

(a) 15 mm dia.

(4) Plain Socket -

(a) 15 mm dia.

Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. (JOSR DWSD 3.1.4.1)

Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. DWSD 3.1.12

50 mm dia and weight not less than 1.5 Kg.

65 mm dia and weight not less than 1.5 Kg.

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. DWSD 3.1.5.2

15 dia and weight not less than 400 Gm

Supplying materials , labours and equipment's for construction of 0.90M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform with stand post in house including 12 mm thick cement plaster in C.M. (1:4) with neat cement punning over exposed surface all complete job, as per approved design, specification and direction of E/I. (As per Annexure II Attached)

1.2 M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform -

Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. (3.1.1.2)

85% of Excavated Qty. -

Providing fitting & fixing 32 mm to 50 mm service HDPE Saddle all complete job, as per approved design, specification and direction of E/I. (As per old model estimate)

O & M Cost

O & M Cost for 1st year

O & M Cost for 2nd year

O & M Cost for 3rd year

O & M Cost for 4th year

O & M Cost for 5th year

Provision of one no SIM card & its recharging cost for RMC

(MODEL-1B)-46 Nos

DEEP DRILLED TUBE WELL OF 125/115 MM DIA, 60 MTRS WITH INSTALLATION OF INDIA MARK II (IS:15500 Part-2/2004) HAND PUMP.

A. Drilling Portion

Construction for 115/125 mm dia drilled Tube-Well for drilling in all kinds of soil rock for installation of hand pump with D.T.H Rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant for making 125/115 mm dia boring etcand cost of transporting rig machine and other vehicle up to site work as per specification and direction of Engineer-in-charge.

(a) Up to 30mtr. Depth bellow G.L. in Rural Areas

(b) Beyond 30mtr. In Rural Areas

Providing all equipments and labour for lowering 125mm dia blue UPVC Casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site.

Supplying labour cement and calcium chloride or bentonite solution and equipments for Grouting to Casing Pipe all complete job including carriage of material to work site as per specification & direction of E/I

Supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per direction E/I.

Supplying all materials labours and equipment including 125 mm dia GI/CI cap 125 mm dia T/W properly all complete and taking it out as per specification & direction of E/I. (the cap will be property of department)

B. Civil Portion

Supplying all tools, equipment, labours and lowering 32 mm dia G.I. (Medium) pipe in DT in 3 mtr. Length all complete job as per direction of E/I. Including carriage of materials.

Supplying all tools, Labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of E/I.

Supplying all materials, labours for fitting and fixing of India Mark II Hand Pump with all accessories all job complete as per direction of E/I. Including carriage of materials.

Supplying all materials, labours and equipment for constructing PCC (1:2:4) circular platform around each drilled tube well including 12mm thick cement plaster (1:4) with neat cement punning over exposed surface as per UNICEF design etc. all complete. Including carriage of materials.

Supplying all materials labour and equipment for constructing PCC (1:2:4) drain as per UNICEF Design etc. all complete .Including carriage of materials.

Add Extra Item for Supplying tools, labours and materials for painting, numbering and year for construction of T/Well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of T/W such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet/format all complete as per direction of E/I.

C. COST OF MATERIALS

cost of standard I.S.I. mark Deep Well Hand Pump for India mark-II, I.S.I. 15500 (Part 2) / 2004 with latest revision including 12mm x 3 meter long 8 no. Connecting Rods made of bright bar electro-galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore well casing pipe.

Cost of 32 mm dia GI pipe (Medium) 3 Mtrs long screwed at both ends with seamless socket as per IS:1239(Part 1990).

Cost of 125 mm dia blue UPVC Casing Pipe as per I.S.12818/2016 CML no.- 5543459

Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump

Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories.

SPV arrays contains specified No of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual PV modules should be minimum 200 watt peak.

i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)

ii) All external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required.

iii) The PV modules should be mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h.

iv) The module mounting structure should be hot dip galvanized according to IS 4759.

v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided

vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)

vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV

viii) The suction/delivery pipe shall be UPVC / H.D.P.E. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg/Sq cm- PE 100 grade for pump up to 3HP & 10 Kg/Sq cm- PE 100 grade for 5 HP.

ix) All cable used shall be as per IS 694. Suitable size of cable shall be used in sufficient length for inter connection between the SPV array to SPV controller and SPV controller to solar power pump. Provision of cable shall be as per IS 14536.

x) The motor pump set should have a 5 years warranty.

xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)

xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.

xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.

xiv) With third party inspection before dispatch.

xv) Fitting, fixing & mounting on water tank steel structure.

xvi) Provision for web based remote monitoring of the pumps to be installed must be made through the inbuilt controllers . It should be possible to ascertain the daily water output, the power generated by PV Array ,the Up and down time of the pump during the year, number of days the pump was unused or under breakdown repairs.

The following details should be marked indelibly on the motor pump set

a) Name of the Manufacturer or Distinctive Logo.

b) Model Number.

c) Serial Number.

Solar submersible motor pump (SPV DC Type)

i) 1 HP (DC Pump) with 900 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 120 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE)

Provision of solar night lamp.

Earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,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 (vide classification of soil item -B)

(BCD-SOR-5.1.1+5.1.2)

Foundation for Steel structure staging

4nosx0.90mx0.90mx1.35m

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)

(BCD-SOR-5.1.10)

Foundation for Steel structure staging

4nosx0.90mx0.90mx0.075m

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I 4nosx0.90mx0.90mx0.075m

Providing RCC M-200 in nominal mix of (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I.(BCD-SOR) Part- A 7.2 C Case 1

Footing (BCD-SOR-5.3.1.1)

4nosx0.90mx0.90mx0.25m

Vertical Pedestal (BCD-SOR-5.3.2.1)

4nosx0.35mx0.35mx1.150m

Tie Beam (BCD-SOR-5.3.2.1)

4nosx0.25mx0.25mx1.085m

Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including 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.

Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge.80% OF E/W (3.1.1.2)

Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.

Cement+Rod (Lead20Km)

Sand (Lead 20Km)

Stone Chips (Lead 20Km)

Construction of galvanized tubular Steel structure staging for (4.5m) HDPE water storage Tank& Solar Panel.

Providing structural steel galvanised tubular hollow section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge ,including cutting fabricating ,hoisting , erecting and fixing in position , making riveted/bolted /welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns (Net wt. of components to be Galv) preferably TATA structural section etc complete.

Information board for IEC

Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete (MJP 2019-2020 Sec F Item 6)

Materials and labour for vinyl painting of matter given by department in different color (As per Market Rate)

Installation of Water Storage Tank

Providing and fixing HDPE container Syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 5000.00 litres Capacity Water storage Tank(DWSD item No-01 M)

Transportation Charge

Lifting of 2000 Litrs Capacity Tank up to 4.5m height with lifting tools with rope and labour

Making hole in Tank

Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.

Rising and Distribution Network with House Connection including Platform & Stand post

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. (DWSD-3.1.1.1)

Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete BCD-5.10.2

Providing PCC M-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I. for construction of road cutting portion- BCD-5.3.1.1

Rising Main

Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler),

50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe

63 mm HDPE Pipe-

Distribution

Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10 (Item No-112M 1028)

63 mm HDPE Pipe-

50 mm HDPE Pipe-

32 mm HDPE Pipe-

20 mm HDPE Pipe-

Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end).DSR 18.17.5

50 mm dia .

Providing and supplying High Density Polyethylene (HDPE ) fittings of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10 10% of UPVC Cost

Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. MJP 19-20 sec-I-IX sl no -2(i)

For Rising

50 mm HDPE Pipe

63 mm HDPE Pipe-

Distribution

63 mm HDPE Pipe-

50 mm HDPE Pipe-

32 mm HDPE Pipe-

20 mm HDPE Pipe-

Supplying all materials (15 mm dia G.I. pipes )

Supplying all materials , labour and tools for fixing 15 mm dia G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-Charge. DWSD 3.1.2(i)

Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. DWSD 3.1.13

(1) Elbow

(a) 15 mm dia.

(2) Reducer Socket -

(a) 20 x 15 mm dia.

(3) Nipple -

(a) 15 mm dia.

(4) Plain Socket -

(a) 15 mm dia.

Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. (JOSR DWSD 3.1.4.1)

Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. DWSD 3.1.12

50 mm dia and weight not less than 1.5 Kg.

65 mm dia and weight not less than 1.5 Kg.

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. DWSD 3.1.5.2

15 dia and weight not less than 400 Gm

Supplying materials , labours and equipment's for construction of 1.20M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform with stand post in house including 12 mm thick cement plaster in C.M. (1:4) with neat cement punning over exposed surface all complete job, as per approved design, specification and direction of E/I. (As per Annexure II Attached)

1.2 M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform -

Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. (3.1.1.2)

85% of Excavated Qty. -

Providing fitting & fixing 32 mm to 50 mm service HDPE Saddle all complete job, as per approved design, specification and direction of E/I. (As per old model estimate)

O & M Cost

O & M Cost for 1st year

O & M Cost for 2nd year

O & M Cost for 3rd year

O & M Cost for 4th year

O & M Cost for 5th year

Provision of one no SIM card & its recharging cost for RMC

Labour Cess @1%

SSJOINTVENTURE

B D INDUSTRIES