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Boq For Implementation Of Cluster Wise Single Village Water Supply Schemes Under Jal Jeevan Mission For Hatgamharia Cluster: - 04 ( B ) Under D.W.& S. Division, Chaibasa For The Year Of 2021-22, chaibasa-Jharkhand

Drinking Water And Sanitation Department has published Boq For Implementation Of Cluster Wise Single Village Water Supply Schemes Under Jal Jeevan Mission For Hatgamharia Cluster: - 04 ( B ) Under D.W.& S. Division, Chaibasa For The Year Of 2021-22. Submission Date for this Tender is 06-07-2022. Water Supply Project Tenders in chaibasa Jharkhand. Bidders can get complete Tender details and download the document.




Tender Notice

32839716
Boq For Implementation Of Cluster Wise Single Village Water Supply Schemes Under Jal Jeevan Mission For Hatgamharia Cluster: - 04 ( B ) Under D.W.& S. Division, Chaibasa For The Year Of 2021-22
Open Tender
Indian
Jharkhand
chaibasa
06-07-2022

Tender Details

Boq For Implementation Of Cluster Wise Single Village Water Supply Schemes Under Jal Jeevan Mission For Hatgamharia Cluster: - 04 ( B ) Under D.W.& S. Division, Chaibasa For The Year Of 2021-22

Key Value

Document Fees
INR 10000 /-
EMD
INR 772000.0 /-
Tender Value
INR 7.71 Crore /-

BOQ Items

Name of Work: BOQ for Implementation of Cluster wise Single Village Water Supply Schemes under Jal Jeevan Mission for Hatgamharia Cluster: - 04 (B) under D.W.& S. Division, Chaibasa for the year of 2021-22
Sl. No. Item Description
1MODEL-1AWITH SOURCE of DT (Drilled T/W 125/115 dia mm, 60M deep)
2Tube Well (9 Nos.)
3Drilling Portion
4Construction 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 workas per specification and direction of Engineer-in-charge.
5(a) Up to 30mtr. Depth bellow G.L. in Rural Areas
6(b) Beyond 30mtr.In Rural Areas
7Providing 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.
8Supplying 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
9Supplying 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.
10Supplying 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)
11Civil Portion
12Supplying 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.
13Supplying all tools, Labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of E/I.
14Supplying 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.
15Supplying 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.
16Supplying all materials labour and equipment for constructing PCC (1:2:4) drain as per UNICEF Design etc. all complete .Including carriage of materials.
17Add 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.
18COST OF MATERIALS
19cost 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 wellcasing pipe.
20Cost of 32 mm dia GI pipe (Medium) 3 Mtrs long screwed at both ends with seamless socket as per IS:1239(Part 1990).
21Cost of 125 mm dia blue UPVC Casing Pipe as per I.S.12818/2016 CML no.- 5543459
22Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump
23Designing, 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.
24SPV 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 PVmodules should be minimum 200 watt peak.
25i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
26ii) 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.
27iii) The PV modules shouldbe mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h.
28iv) The module mounting structure should be hot dip galvanized according to IS 4759.
29v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
30vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)
31vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
32viii) 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.
33ix) 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.
34x) The motor pump set should have a 5 years warranty.
35xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)
36xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
37xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.
38xiv) With third party inspection before dispatch.
39xv) Fitting, fixing & mounting on water tank steel structure.
40xvi) Provision for web basedremote 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 downtime of the pump during the year, number of days the pump was unused or under breakdown repairs.
41The following details should be marked indelibly on the motor pump set
42a) Name of the Manufacturer or Distinctive Logo.
43b) Model Number.
44c) Serial Number.
45Solar submersible motor pump (SPV DC Type)
46i) 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)
47Carrying out recuperation/Yield Test for ascertaining the discharge of constructed well/ excavated profile as directed by the IEC. The testout by the drawing down water from the well/ profile below normal/subsoil water level up to full depth rise is recorded the normal water level/subsoil water level in the well / profile as well as strainer/level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, over Load , Labours etc. complete as directed.
48Supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old G.I. Pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the T/W in good condition with all transportation including unused taken out materials back in store all complete job as per direction of E/I.
49Provision of solar night lamp.
50Construction RCC Foundation for Steel structurestaging& Solar panel
51Earth 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)
52Providing 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)
53Providing 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
54Providing PCC M-150 in nominal mix of (1:2:4) in foundationwith 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
55Providing RCC M-200 in nominal mix of (1:1.5:3) in columnswith 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.
56(a)Foundation for Steel structure staging
57Footing
58Vertical Pedestal
59Tie Beam
60(b)Foundation for Solar panel
61Footing
62Vertical Pedestal
63Providing for steel reinforcement as per approved design and drawing excluding carriage of T.S. bar to work site cutting, bending 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.
6410 mm Dia
6512 mm Dia
66Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
67Cement20KM lead
68Steel20KM lead
69Stone chips 20KM lead
70Sand20KM lead
71Bricks 20KM lead
72Construction ofgalvanized tubular Steel structure staging for (4.5m) HDPE water storage Tank& Solar Panel.
73Providing 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.
74Providing 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.
75Materials and labour for vinyl painting of matter given by department in different color
76Installation of 2000 liters Capacity Water Storage Tank
77Providing 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
78Transportation Charge
79Lifting of 2000 Litrs Capacity Tank up to 4.5m height with lifting tools with rope and labour
80Making hole in Tank
81Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
82Rising and Distribution Network with House Connection up to 10 Nos. including Platform & Stand post
83Earth 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.
84Dismantling 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.
85Providing PCCM-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.
86Rising Main
87Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler),
8865mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main
8950 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
90Distribution Main
91Providing 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-8074materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10.
9263 mm HDPE Pipe
9350 mm HDPE Pipe
9432 mm HDPE Pipe-
9520 mm HDPE Pipe-
96Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end).
9765mm dia
9850 mm dia .
99Providing 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-8074materials rates are Ex-factory excluding transportation, taxes and duties.
100Lowering, 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.
101For Rising
10265 mm HDPE Pipe
10350 mm HDPE Pipe
104For Distribution
10565 mm HDPE Pipe
10650 mm HDPE Pipe
10732 mm HDPE Pipe
10820 mm HDPE Pipe
10915 mm Dia GI Pipe
110Supplying 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.
111Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
112Elbow 15 mm dia.
113Reducer Socket 20x15 mm dia.
114Nipple 15 mm dia.
115Plain Socket 15 mm dia.
116Supplying 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.
117Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
11865 mm dia Full way valve
11950 mm dia and weight not less than 1.5 Kg.
120Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socketall complete as per specification and direction of E/I.
12115 dia and weight not less than 400 Gm
122Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5.
123Full way valve chamber
124Supplying 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 surfaceall complete job, as per approved design, specification and direction of E/I.
125Providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm R.C.C cover including cement plaster of exposed surface, etc all complete job.
126Earth 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.
127Providing fitting & fixing 32 mm to 50 mm service HDPE saddleall complete job, as per approved design, specification and direction of E/I.
128Carriage 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.
129Cement Lead 20 Km (avg.)
130Sand Lead 20 Km (avg.)
131Stone Chips Lead 20 Km (avg.)
132Steel ReinforCement Lead 20 Km (avg.)
133Bricks Lead 20 Km (avg.)
134Annual Operation & Maintenance cost based on Existing D/T Well with solarmotor pump for 5 years
135O & M Cost for 1st year
136O & M Cost for 2nd year
137O & M cost for 3rd Year
138O & M cost for 4th Year
139O & M cost for 5th Year
140Provision of one no SIM card & its recharging cost for RMC
141MODEL-1AWITHOUT SOURCE (6 nos)
142Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump
143Designing, 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.
144SPV 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 PVmodules should be minimum 200 watt peak.
145i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
146ii) 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.
147iii) The PV modules shouldbe mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h.
148iv) The module mounting structure should be hot dip galvanized according to IS 4759.
149v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
150vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)
151vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
152viii) 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.
153ix) 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.
154x) The motor pump set should have a 5 years warranty.
155xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)
156xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
157xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.
158xiv) With third party inspection before dispatch.
159xv) Fitting, fixing & mounting on water tank steel structure.
160xvi) Provision for web basedremote 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 downtime of the pump during the year, number of days the pump was unused or under breakdown repairs.
161The following details should be marked indelibly on the motor pump set
162a) Name of the Manufacturer or Distinctive Logo.
163b) Model Number.
164c) Serial Number.
165Solar submersible motor pump (SPV DC Type)
166i) 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)
167Carrying out recuperation/Yield Test for ascertaining the discharge of constructed well/ excavated profile as directed by the IEC. The testout by the drawing down water from the well/ profile below normal/subsoil water level up to full depth rise is recorded the normal water level/subsoil water level in the well / profile as well as strainer/level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, over Load , Labours etc. complete as directed.
168Supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old G.I. Pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the T/W in good condition with all transportation including unused taken out materials back in store all complete job as per direction of E/I.
169Provision of solar night lamp.
170Construction RCC Foundation for Steel structurestaging& Solar panel
171Earth 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)
172Providing 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)
173Providing 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
174Providing PCC M-150 in nominal mix of (1:2:4) in foundationwith 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
175Providing RCC M-200 in nominal mix of (1:1.5:3) in columnswith 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.
176(a)Foundation for Steel structure staging
177Footing
178Vertical Pedestal
179Tie Beam
180(b)Foundation for Solar panel
181Footing
182Vertical Pedestal
183Providing for steel reinforcement as per approved design and drawing excluding carriage of T.S. bar to work site cutting, bending 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.
18410 mm Dia
18512 mm Dia
186Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
187Cement20KM lead
188Steel20KM lead
189Stone chips 20KM lead
190Sand20KM lead
191Bricks 20KM lead
192Construction ofgalvanized tubular Steel structure staging for (4.5m) HDPE water storage Tank& Solar Panel.
193Providing 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.
194Providing 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.
195Materials and labour for vinyl painting of matter given by department in different color
196Installation of 2000 liters Capacity Water Storage Tank
197Providing 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
198Transportation Charge
199Lifting of 2000 Litrs Capacity Tank up to 4.5m height with lifting tools with rope and labour
200Making hole in Tank
201Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
202Rising and Distribution Network with House Connection up to 10 Nos. including Platform & Stand post
203Earth 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.
204Dismantling 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.
205Providing PCCM-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.
206Rising Main
207Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler),
20865mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main
20950 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
210Distribution Main
211Providing 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-8074materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10.
21263 mm HDPE Pipe
21350 mm HDPE Pipe
21432 mm HDPE Pipe-
21520 mm HDPE Pipe-
216Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end).
21765mm dia
21850 mm dia .
219Providing 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-8074materials rates are Ex-factory excluding transportation, taxes and duties.
220Lowering, 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.
221For Rising
22265 mm HDPE Pipe
22350 mm HDPE Pipe
224For Distribution
22565 mm HDPE Pipe
22650 mm HDPE Pipe
22732 mm HDPE Pipe
22820 mm HDPE Pipe
22915 mm Dia GI Pipe
230Supplying 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.
231Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
232Elbow 15 mm dia.
233Reducer Socket 20x15 mm dia.
234Nipple 15 mm dia.
235Plain Socket 15 mm dia.
236Supplying 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.
237Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
23865 mm dia Full way valve
23950 mm dia and weight not less than 1.5 Kg.
240Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socketall complete as per specification and direction of E/I.
24115 dia and weight not less than 400 Gm
242Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5.
243Full way valve chamber
244Supplying 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 surfaceall complete job, as per approved design, specification and direction of E/I.
245Providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm R.C.C cover including cement plaster of exposed surface, etc all complete job.
246Earth 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.
247Providing fitting & fixing 32 mm to 50 mm service HDPE saddleall complete job, as per approved design, specification and direction of E/I.
248Carriage 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.
249Cement Lead 20 Km (avg.)
250Sand Lead 20 Km (avg.)
251Stone Chips Lead 20 Km (avg.)
252Steel ReinforCement Lead 20 Km (avg.)
253Bricks Lead 20 Km (avg.)
254Annual Operation & Maintenance cost based on Existing D/T Well with solarmotor pump for 5 years
255O & M Cost for 1st year
256O & M Cost for 2nd year
257O & M cost for 3rd Year
258O & M cost for 4th Year
259O & M cost for 5th Year
260Provision of one no SIM card & its recharging cost for RMC
261MODEL-1B WITH SOURCE (Drilled T/W 125/115dia mm, 60M Deep)
262Tube Well (24 Nos.)
263Drilling Portion
264Construction 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 workas per specification and direction of Engineer-in-charge.
265(a) Up to 30mtr. Depth bellow G.L. in Rural Areas
266(b) Beyond 30mtr.In Rural Areas
267Providing 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.
268Supplying 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
269Supplying 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.
270Supplying 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)
271Civil Portion
272Supplying 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.
273Supplying all tools, Labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of E/I.
274Supplying 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.
275Supplying 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.
276Supplying all materials labour and equipment for constructing PCC (1:2:4) drain as per UNICEF Design etc. all complete .Including carriage of materials.
277Add 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.
278COST OF MATERIALS
279cost 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 wellcasing pipe.
280Cost of 32 mm dia GI pipe (Medium) 3 Mtrs long screwed at both ends with seamless socket as per IS:1239(Part 1990).
281Cost of 125 mm dia blue UPVC Casing Pipe as per I.S.12818/2016 CML no.- 5543459
282RCC Foundation for Steel structurestaging& Solar panel
283Earth 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)
284Providing 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
285Providing 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
286Providing nominal mix PCC of (1:4:8) in foundationwith 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
287Providing RCC M-20 in nominal mix of (1:1.5:3) in columnswith 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.
288(a)Foundation for Steel structure staging
289Footing and Vertical Pedestal Raft
290Column
291Tie Beam
292(b)Foundation for Solar panel
293Footing
294Vertical Pedestal
295Providing for steel reinforcement as per approved design and drawing excluding carriage of T.S. bar to work site cutting, bending 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.
296(a)Foundation for Steel structure staging
297Carriage 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.
298Cement Lead 20 Km (avg.)
299Sand Lead 20 Km (avg.)
300Stone Chips Lead 20 Km (avg.)
301Steel Reinforcement Lead 20 Km (avg.)
302Bricks Lead 20 Km (avg.)
303Galvanized tubular Steel structure staging forHDPE water storage Tank& Solar Panel
304Providing structural steel galvanisedsqure pipe 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.
305HARDWARE (L.S.)
306Information board for IEC
307Providing 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
308Installation of 5000 liters Capacity Water Storage Tank
309Providing 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
310Transportation Charge
311Lifting of 5000 Litrs Capacity Tank up to 4.00m height with lifting tools with rope and labour
312Making hole in Tank
313Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
314Rising and Distribution Network with House Connection up to 20 Nos. including Platform & Stand post
315Earth 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.
316Dismantling 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
317Providing PCCM-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
318Rising Main
319Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler),
32065mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main
32150 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
322Distribution
323Providing 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-8074materials rates are Ex-factory excluding transportation, taxes and duties.
32463 mm HDPE Pipe
32550 mm HDPE Pipe
32632 mm HDPE Pipe
32720 mm HDPE Pipe
328Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end).
32965mm dia
33050mm dia
331Providing 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-8074materials rates are Ex-factory excluding transportation, taxes and duties.
332Lowering, 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.
333For Rising
33450 mm HDPE Pipe
33565 mm HDPE Pipe
336Distribution
33765 mm HDPE Pipe
33850 mm HDPE Pipe
33932 mm HDPE Pipe
34020 mm HDPE Pipe
341Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post.
342Supplying 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.
343Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
344Elbow 15 mm dia.
345Reducer Socket 20x15 mm dia.
346Nipple 15 mm dia.
347Plain Socket 15 mm dia.
348Supplying 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.
349Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
35065 mm dia Full way valve
35150 mm dia and weight not less than 1.5 Kg.
352Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socketall complete as per specification and direction of E/I.
35315 dia and weight not less than 400 Gm
354Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. Full way valve chamber
355Supplying 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 surfaceall complete job, as per approved design, specification and direction of E/I.
356Providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm R.C.C cover including cement plaster of exposed surface, etc all complete job
357Earth 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.
358Providing fitting & fixing 32 mm to 50 mm service HDPE saddleall complete job, as per approved design, specification and direction of E/I.
359Carriage 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.
360Cement Lead 20 Km (avg.)
361Sand Lead 20 Km (avg.)
362Stone Chips Lead 20 Km (avg.)
363Steel ReinforCement Lead 20 Km (avg.)
364Bricks Lead 20 Km (avg.)
365Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump
366Designing, 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.
367SPV 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 PVmodules should be minimum 200 watt peak.
368i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
369ii) 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.
370iii) The PV modules shouldbe mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h.
371iv) The module mounting structure should be hot dip galvanized according to IS 4759.
372v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
373vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)
374vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
375viii) 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.
376ix) 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.
377x) The motor pump set should have a 5 years warranty.
378xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)
379xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
380xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.
381xiv) With third party inspection before dispatch.
382xv) Provision for web basedremote 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 downtime of the pump during the year, number of days the pump was unused or under breakdown repairs.
383The following details should be marked indelibly on the motor pump set
384a) Name of the Manufacturer or Distinctive Logo.
385b) Model Number.
386c) Serial Number.
387Solar submersible motor pump (SPV DC Type)
388i) 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)
389Carrying out recuperation/Yield Test for ascertaining the discharge of constructed well/ excavated profile as directed by the IEC. The testout by the drawing down water from the well/ profile below normal/subsoil water level up to full depth rise is recorded the normal water level/subsoil water level in the well / profile as well as strainer/level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, over Load , Labours etc. complete as directed.
390Supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old G.I. Pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the T/W in good condition with all transportation including unused taken out materials back in store all complete job as per direction of E/I. (As per Model Estimate of Solar Energy based Mini WSS. TS done by SE, Ranchi Circle & Circle Gumla dt. 21.05.2019)
391Provision of solar night lamp.
392Galvanised Chain-line mess Fencing around Solar Panel where bore well is away from tower
393Making 30 cm (12") dia bore up to 4M below ground with hand auger of approved quality in ordinary soil (vide classification of soil item-A) true to plum and without eccentricity in any stage of operation and disposal of the exacavated earth up to 50m lead including all lifts all complete as per approved design and direction of E/I.
394Providing PCC M-150 in nominal mix of (1:2:4) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5 to 3 including screening shuttering, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of E/I.
395Labour cost of fitting and fixing Galvanised chain-link mess up height of 2 M including cost of staples (but excluding the cost of cement concete angle iron posts, its cutting and making holes, nuts and bolts) all complete as per specification and direction of E/I.
396Drilling 6mm dia holes in M.S Angle iron for fixing of stables etc. as per building specification and direction of E/I.
397Labour cost cutting of M.S Angle iron posts to required length, one end splitted as fish tailed in a length of 150mm complete as per building sepcification and direction of E/I.
398Supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post complete as per building specification and direction of E/I.
399Supplying, fitting and fixing Galvanised chain -link mess having 3mm thick wire cell type 40 x 40 mm fitted on M.S. angle frame with two diagonals having 25x25x5mm size angle including cost of fabrication, providing necessary bocking arrangement with haskal and domny duly fixed in angle post, applying a priming red lead paint over steel work, taxes excluding the cost of Galvanised chain-link mess all complete.
400Cost of Galvanised chain-link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg/Sqm
401Cost of 50 x50 x6 mm M.S angle
402Carriage 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.
403Cement Lead 20 Km (avg.)
404Sand Lead 20 Km (avg.)
405Stone Chips Lead 20 Km (avg.)
406Steel ReinforCement Lead 20 Km (avg.)
407Annual Operation & Maintenance cost based on Existing D/T Well with solarmotor pump for 5 years
408O & M Cost for 1st year (Excluding Repair Charges)
409O & M Cost for 2nd year with Annual Repair Charges
410O & M cost for 3rd Year
411O & M cost for 4th Year
412O & M cost for 5th Year
413Provision of one no SIM card & its recharging cost for RMC
414MODEL-1B WITH OUT SOURCE (12 nos)
415RCC Foundation for Steel structurestaging& Solar panel
416Earth 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)
417Providing 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
418Providing 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
419Providing nominal mix PCC of (1:4:8) in foundationwith 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
420Providing RCC M-20 in nominal mix of (1:1.5:3) in columnswith 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.
421(a)Foundation for Steel structure staging
422Footing and Vertical Pedestal Raft
423Column
424Tie Beam
425(b)Foundation for Solar panel
426Footing
427Vertical Pedestal
428Providing for steel reinforcement as per approved design and drawing excluding carriage of T.S. bar to work site cutting, bending 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.
429(a)Foundation for Steel structure staging
430Carriage 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.
431Cement Lead 20 Km (avg.)
432Sand Lead 20 Km (avg.)
433Stone Chips Lead 20 Km (avg.)
434Steel Reinforcement Lead 20 Km (avg.)
435Bricks Lead 20 Km (avg.)
436Galvanized tubular Steel structure staging forHDPE water storage Tank& Solar Panel
437Providing structural steel galvanisedsqure pipe 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.
438HARDWARE (L.S.)
439Information board for IEC
440Providing 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
441Installation of 5000 liters Capacity Water Storage Tank
442Providing 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
443Transportation Charge
444Lifting of 5000 Litrs Capacity Tank up to 4.00m height with lifting tools with rope and labour
445Making hole in Tank
446Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
447Rising and Distribution Network with House Connection up to 20 Nos. including Platform & Stand post
448Earth 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.
449Dismantling 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
450Providing PCCM-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
451Rising Main
452Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler),
45365mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main
45450 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
455Distribution
456Providing 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-8074materials rates are Ex-factory excluding transportation, taxes and duties.
45763 mm HDPE Pipe
45850 mm HDPE Pipe
45932 mm HDPE Pipe
46020 mm HDPE Pipe
461Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end).
46265mm dia
46350mm dia
464Providing 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-8074materials rates are Ex-factory excluding transportation, taxes and duties.
465Lowering, 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.
466For Rising
46750 mm HDPE Pipe
46865 mm HDPE Pipe
469Distribution
47065 mm HDPE Pipe
47150 mm HDPE Pipe
47232 mm HDPE Pipe
47320 mm HDPE Pipe
474Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post.
475Supplying 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.
476Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
477Elbow 15 mm dia.
478Reducer Socket 20x15 mm dia.
479Nipple 15 mm dia.
480Plain Socket 15 mm dia.
481Supplying 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.
482Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
48365 mm dia Full way valve
48450 mm dia and weight not less than 1.5 Kg.
485Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socketall complete as per specification and direction of E/I.
48615 dia and weight not less than 400 Gm
487Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. Full way valve chamber
488Supplying 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 surfaceall complete job, as per approved design, specification and direction of E/I.
489Providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm R.C.C cover including cement plaster of exposed surface, etc all complete job
490Earth 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.
491Providing fitting & fixing 32 mm to 50 mm service HDPE saddleall complete job, as per approved design, specification and direction of E/I.
492Carriage 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.
493Cement Lead 20 Km (avg.)
494Sand Lead 20 Km (avg.)
495Stone Chips Lead 20 Km (avg.)
496Steel ReinforCement Lead 20 Km (avg.)
497Bricks Lead 20 Km (avg.)
498Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump
499Designing, 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.
500SPV 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 PVmodules should be minimum 200 watt peak.
501i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
502ii) 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.
503iii) The PV modules shouldbe mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h.
504iv) The module mounting structure should be hot dip galvanized according to IS 4759.
505v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
506vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)
507vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
508viii) 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.
509ix) 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.
510x) The motor pump set should have a 5 years warranty.
511xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)
512xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
513xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.
514xiv) With third party inspection before dispatch.
515xv) Provision for web basedremote 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 downtime of the pump during the year, number of days the pump was unused or under breakdown repairs.
516The following details should be marked indelibly on the motor pump set
517a) Name of the Manufacturer or Distinctive Logo.
518b) Model Number.
519c) Serial Number.
520Solar submersible motor pump (SPV DC Type)
521i) 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)
522Carrying out recuperation/Yield Test for ascertaining the discharge of constructed well/ excavated profile as directed by the IEC. The testout by the drawing down water from the well/ profile below normal/subsoil water level up to full depth rise is recorded the normal water level/subsoil water level in the well / profile as well as strainer/level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, over Load , Labours etc. complete as directed.
523Supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old G.I. Pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the T/W in good condition with all transportation including unused taken out materials back in store all complete job as per direction of E/I. (As per Model Estimate of Solar Energy based Mini WSS. TS done by SE, Ranchi Circle & Circle Gumla dt. 21.05.2019)
524Provision of solar night lamp.
525Galvanised Chain-line mess Fencing around Solar Panel where bore well is away from tower
526Making 30 cm (12") dia bore up to 4M below ground with hand auger of approved quality in ordinary soil (vide classification of soil item-A) true to plum and without eccentricity in any stage of operation and disposal of the exacavated earth up to 50m lead including all lifts all complete as per approved design and direction of E/I.
527Providing PCC M-150 in nominal mix of (1:2:4) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5 to 3 including screening shuttering, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of E/I.
528Labour cost of fitting and fixing Galvanised chain-link mess up height of 2 M including cost of staples (but excluding the cost of cement concete angle iron posts, its cutting and making holes, nuts and bolts) all complete as per specification and direction of E/I.
529Drilling 6mm dia holes in M.S Angle iron for fixing of stables etc. as per building specification and direction of E/I.
530Labour cost cutting of M.S Angle iron posts to required length, one end splitted as fish tailed in a length of 150mm complete as per building sepcification and direction of E/I.
531Supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post complete as per building specification and direction of E/I.
532Supplying, fitting and fixing Galvanised chain -link mess having 3mm thick wire cell type 40 x 40 mm fitted on M.S. angle frame with two diagonals having 25x25x5mm size angle including cost of fabrication, providing necessary bocking arrangement with haskal and domny duly fixed in angle post, applying a priming red lead paint over steel work, taxes excluding the cost of Galvanised chain-link mess all complete.
533Cost of Galvanised chain-link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg/Sqm
534Cost of 50 x50 x6 mm M.S angle
535Carriage 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.
536Cement Lead 20 Km (avg.)
537Sand Lead 20 Km (avg.)
538Stone Chips Lead 20 Km (avg.)
539Steel ReinforCement Lead 20 Km (avg.)
540Annual Operation & Maintenance cost based on Existing D/T Well with solarmotor pump for 5 years
541O & M Cost for 1st year (Excluding Repair Charges)
542O & M Cost for 2nd year with Annual Repair Charges
543O & M cost for 3rd Year
544O & M cost for 4th Year
545O & M cost for 5th Year
546Provision of one no SIM card & its recharging cost for RMC
547MODEL- 02 (8000 LITRE 8 METER STAGING)
548Construction of 125mm x115mm x 90.0 M deep Drilled Tube Well (40 Nos of DT)
549Supplying all materials, labour and tools and equipment for drilling 125 x 115 mm dia bore well in any kinds of soil and rocks by using D.T.H. super rig machine and ball hammer technology including all technology inclusive of mobilization, demobilization of rigs air compressor all accessories of rigs tools and plant labour etc. all complete job including transportation charge cost of flushing charge, geographical investigation etc. all complete
550(a) 0.00m Up to 30.00m depth below G.L. In Rural Areas
551(b) 30.000m Up to 120.00m depth beyond . In Rural Areas
552Basic rate of 125mmdia Blue UPVC Casingpipe Confirming to I.S.I . latest revision IS(12818)/2016
553Supplying all materials, labour and inserting UPVC bluepipe 125 mm internal dia casing pipe for protecting the bore hole in over burden up to hard surface as per IS 12818-1392 with latest revision all complete job with taxesas per specification and direction of E/I.
554Supplying labour cement and calcium chloride or bentonite solution and equipment’s for grouting Casing pipe
555Supplying 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.
556Supplying laboursand equipment’s including 125mm dia G.I. Cap & fittingand fixing over thecasing pipe of bore well properly and taking it out as per direction of E/I.
557Supplyingmaterials and labours for constructing bore well chamber of 75B designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm RCC cover with earth work in excavation and 75mm thick PCC(1:3:6) in foundation and refilling all complete as per specification and direction of E/I.
5582 H.P. D.C. SolarMotor Pump Complete Set
559Designing, 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.
560SPV 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 PVmodules should be minimum 200 watt peak.
561i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
562ii) 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.
563iii) The PV modules shouldbe mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h.
564iv) The module mounting structure should be hot dip galvanized according to IS 4759.
565v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
566vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)
567vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
568viii) 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.
569ix) 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.
570x) The motor pump set should have a 5 years warranty.
571xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)
572xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
573xiii) The system should be as per MNRE guide line & Ecofriendly with suitable arrangement to operate new pump manually.
574xiv) With third party inspection before dispatch.
575xv) Provision for web basedremote 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 downtime of the pump during the year, number of days the pump was unused or under breakdown repairs.
576The following details should be marked indelibly on the motor pump set
577a) Name of the Manufacturer or Distinctive Logo.
578b) Model Number.
579c) Serial Number.
580Solar submersible motor pump (SPV DC Type)
581i) 2 HP (DC Pump) with 1800 wp minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 100 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)
582Provision of solar night lamp.
5838000 Litre CapacityR.C.C. Water Tank (2.1x2.1x2.1m Internal size) with 8 M staging having Utility Room at Ground Level
584Earth 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,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.
585Providing P.C.C.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 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position,vibrating,curing,taxes and royalty all complete as per building specification direction of E/I.
586Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, "plywood form work, bully/steel propups, compaction, finishing andcuring, etc, complete. (By weigh batching and mix design for M-250only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)
587Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only.Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted)
588G.L to above roof of Utility Room
589Column Utility Room, Roof Beam to Tank beam M-25
590Column Tank Beam to Tank Roof M-25
591Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted)
592Bracing
593Beam of Tank Floor
594Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, "plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-300 grade Slabs / Landings / Vertical Walls Section-G-Plain and Reinforced Cement Concrete
595Tank Floor Roof M-30
596Tank Roof Top M-25
597Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials,labours,royalityand taxes all complete as per building specification and direction of E/I.(Mode of measurement-compacted volume).
598Providing designation 100 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.
599Filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specifications and direction of E/I.(Mode of measurement-compacted volume).
600Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I.
601Providing designation 75A 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,scaffolding,raking out joints 15mm depth,curing,taxes and royalty all complete as per bldg. specification and direction of E/I.
602Providing R.C.C.M-200 in nominal mix of (1:1.5:3) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing(but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I.
603Providing av.63 mm thick R.C.C M-200 in nominal mix of (1:1.5:3) chhajja with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 2.5 to 3 including in mixer and placing in position,vibrating,striking,6mm cement plaster(1:4) in ceiling and sides of chhajja with sand of F.M 1.5, curing(but excluding the cost of reinforcement) taxes, and royalty all complete as per building specification and direction of E/I.
604Providing 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.
605Supplying, fitting and fixing M.S grill made of 20*6 mmM.S flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I.
606Providing and fixing fan hooks of 16 mm dia M.S.bar & 1 meter long bent to required size and shape, placed in position and fixed in the R.C.C. slab/beam at the time ofcasting all complete as per building specification and direction of E/I.
607Supplying, fitting and fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in C/C(1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I.
608Providing 12 mm cement plaster (1:4) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
609Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
610Providing 6 mm cement plaster (1:4 ) in ceiling with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
611Providing 12 mm cement plaster (1:3) with clean coarse sand of F.M 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor,curing,taxes and royalty all complete as per building specification and direction of E/I.
612Providing 19 mm water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
613Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I.
614Providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall,scaffolding,curing and taxes all complete as per building specification & direction of E/I.
615Extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of E/I.
616Providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I.
617Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete.
618Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.
619Carriage 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.
620Cement Lead 20 Km (avg.)
621Sand Lead 20 Km (avg.)
622Stone Chips Lead 20 Km (avg.)
623Steel ReinforCement Lead 20 Km (avg.)
624Bricks Lead 20 Km (avg.)
625Distribution Network & House Connection20 -40 Nos. including Platform & Stand post
626Earth 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.
627Dismantling 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.
628Providing PCCM-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.
629Rising Main
630Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler),
63165mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main
63250 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
633Distribution
634Providing 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-8074materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10
63565 mm HDPE Pipe
63650 mm HDPE Pipe
63732 mm HDPE Pipe
63820 mm HDPE Pipe
639Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end).
64065mm dia.
64150mm dia.
642Providing 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-8074materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10
643Lowering, 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.
644For Rising
64565 mm HDPE Pipe
64650 mm HDPE Pipe
647Distribution
64865 mm HDPE Pipe
64950 mm HDPE Pipe
65032 mm HDPE Pipe
65120 mm HDPE Pipe
652Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post.
653Supplying 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.
654Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
655Elbow 15 mm dia.
656Reducer Socket 20x15 mm dia.
657Nipple 15 mm dia.
658Plain Socket 15 mm dia.
659Supplying 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.
660Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socketall complete as per specification and direction of E/I.
66115 dia and weight not less than 400 Gm
662Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
66365 mm dia Full way valve
66450 mm dia and weight not less than 1.5 Kg
665Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design. With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. Full way valve chamber
666Providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm R.C.C cover including cement plaster of exposed surface, etc all complete job
667Supplying materials , labours and equipments 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 surfaceall complete job, as per approved design, specification and direction of E/I.
668Earth 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.
669Providing fitting & fixing 32 mm to 50 mm service HDPE saddleall complete job, as per approved design, specification and direction of E/I.
670Carriage 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.
671Cement Lead 20 Km (avg.)
672Sand Lead 20 Km (avg.)
673Stone Chips Lead 20 Km (avg.)
674Steel ReinforCement Lead 20 Km (avg.)
675Bricks Lead 20 Km (avg.)
676Annual Operation & Maintenance cost based on Existing D/T Well with solarmotor pump for 5 years
677O & M Cost for 1st year (Excluding Repair Charges)
678O & M Cost for 2nd year with Annual Repair Charges
679O & M cost for 3rd Year
680O & M cost for 4th Year
681O & M cost for 5th Year
682Provision of one no SIM card & its recharging cost for RMC (01 SIM Each Year)
683GST @ 12%
684Labour Cess @1%
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