Drinking Water And Sanitation Department has published Execution of Complete Raw Water Transport System from the proposed Intake at Neghra at Rajmhal, Sahibgunj District upto Sundar Dam in Godda District through Taljhari & Borio blocks of Sahibgunj District and Boarijhore, Mehrma & Mahagama blocks of Godda Di. Submission Date for this Tender is 21-01-2022. Pump Supply Tenders in sahibganj Jharkhand. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 05-Jan-2022 | Corrigendum 2 | Other | 15-01-2022 |
| 2 | 05-Jan-2022 | Corrigendum 1 | Other | 15-01-2022 |
| 3 | 15-Jan-2022 | Minutes of Pre Bid Meeting | Other | 21-01-2022 |
| 4 | 15-Jan-2022 | Corrigendum | Date | 21-01-2022 |
| Sl. No. | Item Description |
| 1 | Intake Works |
| 2 | Intake Works including pump house & Approach Bridge etc. all complete. |
| 3 | Designing, constructing and commissioning of intake well cum pump house and Approach Bridge structure on turnkey basisby most suitable method at the most suitable location, capable of drawing 209.156 MLD of water during the whole year continuously including Review of department’s proposal (1. All existing primary and secondary data, 2. Proposed location, 3. NOCobtained by department from IWAI, CWC, etc., 4. Construction methodology and enabling structuresproposed.), Carry out all necessary Surveys & Geotechnical Investigations (including bathymetrysurvey, topographical survey, any hydrologic survey if required, soil tests, etc.) Identify most suitable location and Intake Type (considering water availability, ease of construction, constraints of NOC from IWAI, Land availability, etc.) Obtain all necessary permissions and NOC on behalf of DWSD, Jharkhand from various agencies (IWAI, District Administration, etc.) |
| 4 | Carry out detailed design and drawings (Including preliminary presentation drawings, General Arrangement Drawings, Structural Analysis and Design, Electrical Design, Instrumentation Design etc. complete) Obtain Approval from Client andClients Representatives, Get all Design and Drawings Vetted from IRS - For Floating Portion(Indian Registrar of Shipping)& Reputed Engineering Colleges – For Non Floating portion(IIT Roorkee, IIT Kharagpur, etc.) Supply of all labor, materials, consumables, erection of mechanical components, construction, fabrication, transportation, testing of all mechanical, electrical, civil, structural and architectural requirement etc. Complete. |
| 5 | Notes 1. Construction of Intake is a turnkey Job (Including Survey, Engineering, Procurement andConstruction). 2. The main deliverable under this head would be a functional intake capable of drawing (209.156 MLD) 365 days in a year. The structure is to be designed considering the functional life of atleast50years. 3. The proposal prepared by the department is only for the purpose of cost estimate and administrative approval. 4. The Contractor is advised to conduct detailed top ographical surveys, geo technical investigations, bathymetry surveys,etc. before preparation and submission of their bids. 5. Noclaims whats oever will be entertained regarding non feasibility or non-viability of departments proposal |
| 6 | 6. The Contractor is free to select the most suitable and viable location considering their competence and experience. Incase the contractor chooses a location different from thedepartment’s proposal, they will have to obtain all necessary NOC and approvals from IWAI, District Administration and other authorities. However, if the contractor chooses the locationcon sidered in department’s proposal, all necessary remaining approval has to be completedby the contractor so as to not have any hindrance and objection from other authorities, whohavethejurisdictionovertheconstructionaspectsoftheintakestructure. DWSD, Jharkhand will extend all necessary support and help for obtaining NOCs and other required permission from various agencies involved. |
| 7 | 7. As the Intake will be a key component of the project, inability to take up and complete theintake works on time as per the milestone plan, will be considered as a major default on part of the contractor and will draw termination and other penalactions as per thecontract. |
| 8 | Ground Service Reservoir |
| 9 | 32,600 KLCapacityS+BTaljhari- (2) |
| 10 | 32,600 KLCapacityS+B+WTaljhari- (3) |
| 11 | 28,400 KLCapacityT+WBoarijhor- (5) |
| 12 | 23,200 KLCapacityS+B NH-16 cross -(6) |
| 13 | 23,200 KLCapacityMax Ht -(7) |
| 14 | 23,200 KLCapacityS+B+W Mahagama-(8) |
| 15 | Mechanical & Electrical Part at Floting Jetty |
| 16 | Supply, installation, testing and commissioning of Centrifugal pump sets with allied equipment as under- |
| 17 | Providing , erecting and commissioning ofHorizontal split casing/ Multi stage Centrifugal pump (make: Kirloskar / WPIL/ Mather & Platt) as per IS:5120, capable for required discharge and head (mention below), consisting of SS/bronze impellers, stainless steel pump shaft, etc. with all accessoriescoupled with energy efficientTEFC squirrel cage induction motor confirming toIEC-60034 or latest, having 10% more BHP than that of pump, operating on 900-1500rpm, 11KV, 3 PH, 50 HZ[make: Kirloskar /ABB/BHEL/ Marathon/ CGL]with suitable soft starter conforming relavent IS Code/ IEC all complete with required size of sluice valve and non- return valve standard fitting, strainers, reducer, foot valve, pressure gauge, MS delivery & Suction pipe, common header, PCC foundation, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of E/I. (Note:-Contractor will have to check the design of pump & motor and get it approved by the Department) |
| 18 | Discharge -49100 LPM, against the head of 61 m, (3W + 3S) |
| 19 | HT Panel:-Supplying , erecting, testing & commissioning11KV H.T. indoor type floor mounted cubical panel installed in Pump House with all required equipents & accessories. Panel board shall be fabricated with MS sheet of suitable guage and size with dust and vermin proof and painted. HT Panel shall be consisting of 11KV, 800A Copper Busbar with busbar chamber, 3 Nos. 11KV 800A indoor type floor mountedvertical isolation & Horizontal Draw out type Vaccum Circuit Breaker (VCB) with control and relay panel for Incoming feeders with Bus-coupler, 7 Nos. 11KV 630A indoor type floor mountedvertical isolation & Horizontal Draw out type Vaccum Circuit Breaker (VCB) with control and relay panel for Outgoing feeders conforming to the relevant/latest IS codes complete with cable entry & exit system, PT (Potential Transformer), C.T (current Transformer) includingMotor Protection Relay, over current Relay, earth fault Relay, negative phase sequence Relays, under voltage Relays, etc. including all types of required Relays, Digital type voltmeter, Ammeter, power factor meter, Frequency meter, MFM, etc. including all types of required metering units. Including Internal wiring with required copper control cables, DC power supply with charger arrangement,fitting & fixing with labours & technicians,etc. all complete Job as per site requirement, Indian standards & direction of Engineer in charge. (Make- ABB/SIEMENS/Schneider/L&T) |
| 20 | LT Power Distribution Panel to be installed at Pump House:- Floor mounted cubical LT Power Distribution Panel board fabricated with MS sheet of suitable guage and size, dust and vermin proof and painted consisting of proper power distribution 4 pole 200A copper busbar, 1 no. incoming feeder of 200A MCCB, 5nos. 100 A MCCB, 5nos. 63 A MCCB, 10nos 32A MCCB for electrical loads & other Utilities, Volt-meters, Ampere-meters, selector switches, indicator lamps etc. all complete with internal wiring, protection units/relays and capacitor banks of proper KVAR for Power Factor improvement for pump sets and other equipments, etc. all complete as per site requirement, Instruction of E/I. and IE rules. |
| 21 | Supply, installation and commisioning offully automatic suitable HT capacitor bank with automatic control panel (APFC panel), isolator, indoor type suitableVacuum Circuit, operated on 11 KV, 3 PH, 50 Hz for HT motors, in standard stages with reactor coils for improvement of PF from 0.8 to 0.98, VCB, cabling and jointing with etc. all complete conforming relevent Indian standards/IE rules. |
| 22 | Supplying and erecting Aluminium conductor of 3.0 core * 400 sqmm, XLPE /PVC - 11 kV grade, armoured cable erected in approved trench or on trays, termination kits, etc. with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 23 | Supplying and erecting Aluminium conductor of 3.0 core * 240 sqmm, XLPE /PVC - 11 kV grade, armoured cable erected in approved trench or on trays, termination kits, etc. with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 24 | Supplying and erecting Aluminium conductor of 3.5 core * 120 sqmm, XLPE /PVC - 1.1 kV grade, armoured cable erected in approved trench or on trays with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 25 | Supplying and erecting Aluminium conductor of 3 core * 50 sqmm, XLPE /PVC - 1.1 kV grade, armoured cable erected in approved trench or on trays with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 26 | Supplying and erecting Aluminium conductor of 3 core * 25 sqmm, XLPE /PVC - 1.1 kV grade, armoured cable erected in approved trench or on trays with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 27 | Earthing: making earthing with all equipments, materials & accessories, including connecting with all motors and other electrical equipments, as per IE Rule & IS 3043. |
| 28 | Providing, erecting and commissioning10 Tonne single girder Electrically Operated Rectangular Over head Travelling Crane with 6 m lift complete with wire rope hoist, class II duty, all three motions electrically operated by suitable rating motor IP 54, control panel and down pendant control block. |
| 29 | Supplying, installation & commissioning of internal and external lighting at pump house, substation, etc. where ever required with suitable Led lamps, Distribution Boards, cables, switchgears, etc. with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 30 | Providing, erecting and commissioning Fire fighting system, Lightening arrestor for pump house, suitable nos. of Exhaust fan, emergency light with inverter and battery for Pump house, safety gadgets e.g. hand gloves, boot, helmet, First aid box, insulation pad near each electrical equipments, maintenance and measuring tools & tackles, etc. as per direction of Engineer In Charge. |
| 31 | Supplying , erecting and commissioning of 100 KVA, (11/0.433 KV) distribution transformer with off load tap changer & T-oil, including cost of construction of DP structure with all acessories such as suitable number of PSC poles, different type of MS channels, Clamps, angles, brackets, 11 KV Pin/Disc insulators, AB switch, Do fuse, three set of horn gap fuse, lightening arrester, stay set, stone base plate, complete earthing set, transformer base channel & belting, nut bolts, anti-climbing device, red oxide paint, fabrication work required for the job, required materials & labours, etc. all complete job and as per the specification of JBVNL, site requirement and as per the direction of E/I . [Payable to JBVNL as per their sanctioned estimate ] (All details as per JBVNL cost data book 2018) |
| 32 | OUTDOOR 33KV HT PANEL, TRANSFORMERS, ELECTRIC SUBSTATION :- Supplying , erecting and commissioning of 2Nos. 4.0 MVA, (33/11 KV) outdoor type copper woundtransformer as per IS 2026 or latest with on load tap changer with RTCC , AVR and Marshalling box and other Specification with all accessoris& T-oil, as per BIS Level-2 including cost of construction of Electric Substation for the installation of 2 Nos. 4.0 MVA outdoor type tranformer, with DP structure, PCC foundation for transformer, all acessories such as suitable number of PSC poles, different type of MS channels, Clamps, angles, brackets, 33 KV Pin/Disc insulators, 33KV HT Panel consisting of 1nos. Incoming feeder & 2 Nos. Outgoing feeder (with Bus-coupler) of 1250A, 33KV, VCB with control and relay panel,AB switch, Do fuse, three set of horn gap fuse, lightening arrester, stay set, stone base plate, cable tray/trench,complete earthing set, transformer base channel & belting, nut bolts, anti-climbing device, red oxide paint, fabrication work required for the job, required materials & labours, Suitable size of Substation room/building with Ventilation System for panel room, suitable Battery backup system, etc. all complete job and as per the specification of JBVNL, site requirement and as per the direction of E/I . [Payable to JBVNL as per their sanctioned estimate ] (All details as per JBVNL cost data book 2018) |
| 33 | Mechanical & Electrical Part at GSR - A |
| 34 | Supply, installation, testing and commissioning of Centrifugal pump sets with allied equipment as under- |
| 35 | Providing , erecting and commissioning ofHorizontal split casing/ Multi stage Centrifugal pump (make: Kirloskar / WPIL/ Mather & Platt) as per IS:5120, capable for required discharge and head (mention below), consisting of SS/bronze impellers, stainless steel pump shaft, etc. with all accessoriescoupled with energy efficientTEFC squirrel cage induction motor confirming toIEC-60034 or latest, having 10% more BHP than that of pump, operating on 900-1500rpm, 11KV, 3 PH, 50 HZ[make: Kirloskar /ABB/BHEL/ Marathon/ Siemens/ CGL]with suitable soft starter conforming relavent IS Code/ IEC all complete with required size of sluice valve and non- return valve standard fitting, strainers, reducer, foot valve, pressure gauge, MS delivery & Suction pipe, common header, PCC foundation, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of E/I. (Note:-Contractor will have to check the design of pump & motor and get it approved by the Department) |
| 36 | Discharge -36825 LPM, against the head of 135 m, (4W + 4S) |
| 37 | HT Panel:-Supplying , erecting, testing & commissioning11KV H.T. indoor type floor mounted cubical panel installed in Pump House with all required equipents & accessories. Panel board shall be fabricated with MS sheet of suitable guage and size with dust and vermin proof and painted. HT Panel shall be consisting of 11KV, 1250A Copper Busbar with busbar chamber, 3 Nos. 11KV 1250A indoor type floor mountedvertical isolation & Horizontal Draw out type Vaccum Circuit Breaker (VCB) with control and relay panel for Incoming feeders with Bus-coupler, 9 Nos. 11KV 630A indoor type floor mountedvertical isolation & Horizontal Draw out type Vaccum Circuit Breaker (VCB) with control and relay panel for Outgoing feeders conforming to the relevant/latest IS codes complete with cable entry & exit system, PT (Potential Transformer), C.T (current Transformer) includingMotor Protection Relay, over current Relay, earth fault Relay, negative phase sequence Relays, under voltage Relays, etc. including all types of required Relays, Digital type voltmeter, Ammeter, power factor meter, Frequency meter, MFM, etc. including all types of required metering units. Including Internal wiring with required copper control cables, DC power supply with charger arrangement, fitting & fixing with labours & technicians,etc. all complete Job as per site requirement, Indian standards & direction of Engineer in charge. (Make- ABB/SIEMENS/Schneider/L&T) |
| 38 | LT Power Distribution Panel to be installed at Pump House:- Floor mounted cubical LT Power Distribution Panel board fabricated with MS sheet of suitable guage and size, dust and vermin proof and painted consisting of proper power distribution 4 pole 200A copper busbar, 1 no. incoming feeder of 200A MCCB, 5nos. 100 A MCCB, 5nos. 63 A MCCB, 10nos 32A MCCB for electrical loads & other Utilities, Volt-meters, Ampere-meters, selector switches, indicator lamps etc. all complete with internal wiring, protection units/relays and capacitor banks of proper KVAR for Power Factor improvement for pump sets and other equipments, etc. all complete as per site requirement, Instruction of E/I. and IE rules. |
| 39 | Supply, installation and commisioning offully automatic suitable HT capacitor bank with automatic control panel (APFC panel), isolator, indoor type suitableVacuum Circuit, operated on 11 KV, 3 PH, 50 Hz for HT motors, in standard stages with reactor coils for improvement of PF from 0.8 to 0.98, VCB, cabling and jointing with etc. all complete conforming relevent Indian standards/IE rules. |
| 40 | Supplying and erecting Aluminium conductor of 3.0 core * 400 sqmm, XLPE /PVC - 11 kV grade, armoured cable erected in approved trench or on trays, termination kits, etc. with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 41 | Supplying and erecting Aluminium conductor of 3.0 core * 300 sqmm, XLPE /PVC - 11 kV grade, armoured cable erected in approved trench or on trays, termination kits, etc. with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 42 | Supplying and erecting Aluminium conductor of 3.5 core * 120 sqmm, XLPE /PVC - 1.1 kV grade, armoured cable erected in approved trench or on trays with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 43 | Supplying and erecting Aluminium conductor of 3 core * 50 sqmm, XLPE /PVC - 1.1 kV grade, armoured cable erected in approved trench or on trays with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 44 | Supplying and erecting Aluminium conductor of 3 core * 25 sqmm, XLPE /PVC - 1.1 kV grade, armoured cable erected in approved trench or on trays with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 45 | Earthing: making earthing with all equipments, materials & accessories, including connecting with all motors and other electrical equipments, as per IE Rule & IS 3043. |
| 46 | Providing, erecting and commissioning10 Tonne single girder Electrically Operated Rectangular Over head Travelling Crane with 6 m lift complete with wire rope hoist, class II duty, all three motions electrically operated by suitable rating motor IP 54, control panel and down pendant control block. |
| 47 | Supplying, installation & commissioning of internal and external lighting at pump house, substation, etc. where ever required with suitable Led lamps, Distribution Boards, cables, switchgears, etc. with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 48 | Providing, erecting and commissioning Fire fighting system, Lightening arrestor for pump house, suitable nos. of Exhaust fan, emergency light with inverter and battery for Pump house, safety gadgets e.g. hand gloves, boot, helmet, First aid box, insulation pad near each electrical equipments, maintenance and measuring tools & tackles, etc. as per direction of Engineer In Charge. |
| 49 | Construction ofDP structure with all acessories such as suitable number of PSC poles, different type of MS channels, Clamps, angles, brackets, 11 KV Pin/Disc insulators,AB switch, Do fuse, three set of horn gap fuse, lightening arrester, stay set, stone base plate, complete earthing set, transformer base channel & belting, nut bolts, anti-climbing device, red oxide paint, fabrication work required for the job, required materials & labours, etc. all complete job and as per the specification of JBVNL, site requirement and as per the direction of E/I . [Payable to JBVNL as per their sanctioned estimate ] (All details as per JBVNL cost data book 2018) |
| 50 | OUTDOOR 33KV HT PANEL, TRANSFORMERS, ELECTRIC SUBSTATION :- Supplying , erecting and commissioning of 2Nos. 8.0 MVA, (33/11 KV) outdoor type copper woundtransformer as per IS 2026 or latest with on load tap changer with RTCC , AVR and Marshalling box and other Specification with all accessoris& T-oil, as per BIS Level-2 including cost of construction of Electric Substation for the installation of 2 Nos. 8.0 MVA outdoor type tranformer, with DP structure, PCC foundation for transformer, all acessories such as suitable number of PSC poles, different type of MS channels, Clamps, angles, brackets, 33 KV Pin/Disc insulators, 33KV HT Panel consisting of 1nos. Incoming feeder & 3 Nos. Outgoing feeder (with Bus-coupler) of 800A, 33KV, VCB with control and relay panel,AB switch, Do fuse, three set of horn gap fuse, lightening arrester, stay set, stone base plate, cable tray/trench,complete earthing set, transformer base channel & belting, nut bolts, anti-climbing device, red oxide paint, fabrication work required for the job, required materials & labours, Suitable size of Substation room/building with Air condition for panel room, suitable Battery backup system, etc. all complete job and as per the specification of JBVNL, site requirement and as per the direction of E/I . [Payable to JBVNL as per their sanctioned estimate ] (All details as per JBVNL cost data book 2018) |
| 51 | Mechanical & Electrical Part at GSR - D |
| 52 | Supply, installation, testing and commissioning of Centrifugal pump sets with allied equipment as under- |
| 53 | Providing , erecting and commissioning ofHorizontal split casing/ Multi stage Centrifugal pump (make: Kirloskar / WPIL/ Mather & Platt) as per IS:5120, capable for required discharge and head (mention below), consisting of SS/bronze impellers, stainless steel pump shaft, etc. with all accessoriescoupled with energy efficientTEFC squirrel cage induction motor confirming toIEC-60034 or latest, having 10% more BHP than that of pump, operating on 900-1500rpm, 11KV, 3 PH, 50 HZ[make: Kirloskar /ABB/BHEL/ Marathon/ CGL]with suitable soft starter conforming relavent IS Code/ IEC all complete with required size of sluice valve and non- return valve standard fitting, strainers, reducer, foot valve, pressure gauge, MS delivery & Suction pipe, common header, PCC foundation, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of E/I. (Note:-Contractor will have to check the design of pump & motor and get it approved by the Department) |
| 54 | Discharge -35166 LPM, against the head of 57 m, (3W + 3S) |
| 55 | HT Panel:-Supplying , erecting, testing & commissioning11KV H.T. indoor type floor mounted cubical panel installed in Pump House with all required equipents & accessories. Panel board shall be fabricated with MS sheet of suitable guage and size with dust and vermin proof and painted. HT Panel shall be consisting of 11KV, 800A Copper Busbar with busbar chamber, 3 Nos. 11KV 800A indoor type floor mountedvertical isolation & Horizontal Draw out type Vaccum Circuit Breaker (VCB) with control and relay panel for Incoming feeders with Bus-coupler, 7 Nos. 11KV 630A indoor type floor mountedvertical isolation & Horizontal Draw out type Vaccum Circuit Breaker (VCB) with control and relay panel for Outgoing feeders conforming to the relevant/latest IS codes complete with cable entry & exit system, PT (Potential Transformer), C.T (current Transformer) includingMotor Protection Relay, over current Relay, earth fault Relay, negative phase sequence Relays, under voltage Relays, etc. including all types of required Relays, Digital type voltmeter, Ammeter, power factor meter, Frequency meter, MFM, etc. including all types of required metering units. Including Internal wiring with required copper control cables, DC power supply with charger arrangement,fitting & fixing with labours & technicians,etc. all complete Job as per site requirement, Indian standards & direction of Engineer in charge. (Make- ABB/SIEMENS/Schneider/L&T) |
| 56 | LT Power Distribution Panel to be installed at Pump House:- Floor mounted cubical LT Power Distribution Panel board fabricated with MS sheet of suitable guage and size, dust and vermin proof and painted consisting of proper power distribution 4 pole 200A copper busbar, 1 no. incoming feeder of 200A MCCB, 5nos. 100 A MCCB, 5nos. 63 A MCCB, 10nos 32A MCCB for electrical loads & other Utilities, Volt-meters, Ampere-meters, selector switches, indicator lamps etc. all complete with internal wiring, protection units/relays and capacitor banks of proper KVAR for Power Factor improvement for pump sets and other equipments, etc. all complete as per site requirement, Instruction of E/I. and IE rules. |
| 57 | Supply, installation and commisioning offully automatic suitable HT capacitor bank with automatic control panel (APFC panel), isolator, indoor type suitableVacuum Circuit, operated on 11 KV, 3 PH, 50 Hz for HT motors, in standard stages with reactor coils for improvement of PF from 0.8 to 0.98, VCB, cabling and jointing with etc. all complete conforming relevent Indian standards/IE rules. |
| 58 | Supplying and erecting Aluminium conductor of 3.0 core * 300 sqmm, XLPE /PVC - 11 kV grade, armoured cable erected in approved trench or on trays, termination kits, etc. with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 59 | Supplying and erecting Aluminium conductor of 3.0 core * 240 sqmm, XLPE /PVC - 11 kV grade, armoured cable erected in approved trench or on trays, termination kits, etc. with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 60 | Supplying and erecting Aluminium conductor of 3.5 core * 120 sqmm, XLPE /PVC - 1.1 kV grade, armoured cable erected in approved trench or on trays with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 61 | Supplying and erecting Aluminium conductor of 3 core * 50 sqmm, XLPE /PVC - 1.1 kV grade, armoured cable erected in approved trench or on trays with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 62 | Supplying and erecting Aluminium conductor of 3 core * 25 sqmm, XLPE /PVC - 1.1 kV grade, armoured cable erected in approved trench or on trays with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 63 | Earthing: making earthing with all equipments, materials & accessories, including connecting with all motors and other electrical equipments, as per IE Rule & IS 3043. |
| 64 | Providing, erecting and commissioning7.5 Tonne single girder Electrically Operated Rectangular Over head Travelling Crane with 6 m lift complete with wire rope hoist, class II duty, all three motions electrically operated by suitable rating motor IP 54, control panel and down pendant control block. |
| 65 | Supplying, installation & commissioning of internal and external lighting at pump house, substation, etc. where ever required with suitable Led lamps, Distribution Boards, cables, switchgears, etc. with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 66 | Providing, erecting and commissioning Fire fighting system, Lightening arrestor for pump house, suitable nos. of Exhaust fan, emergency light with inverter and battery for Pump house, safety gadgets e.g. hand gloves, boot, helmet, First aid box, insulation pad near each electrical equipments, maintenance and measuring tools & tackles, etc. as per direction of Engineer In Charge. |
| 67 | Construction ofDP structure with all acessories such as suitable number of PSC poles, different type of MS channels, Clamps, angles, brackets, 11 KV Pin/Disc insulators,AB switch, Do fuse, three set of horn gap fuse, lightening arrester, stay set, stone base plate, complete earthing set, transformer base channel & belting, nut bolts, anti-climbing device, red oxide paint, fabrication work required for the job, required materials & labours, etc. all complete job and as per the specification of JBVNL, site requirement and as per the direction of E/I . [Payable to JBVNL as per their sanctioned estimate ] (All details as per JBVNL cost data book 2018) |
| 68 | OUTDOOR 33KV HT PANEL, TRANSFORMERS, ELECTRIC SUBSTATION :- Supplying , erecting and commissioning of 2Nos. 3.0 MVA, (33/11 KV) outdoor type copper woundtransformer as per IS 2026 or latest with on load tap changer with RTCC , AVR and Marshalling box and other Specification with all accessoris& T-oil, as per BIS Level-2 including cost of construction of Electric Substation for the installation of 2 Nos. 3.0 MVA outdoor type tranformer, with DP structure, PCC foundation for transformer, all acessories such as suitable number of PSC poles, different type of MS channels, Clamps, angles, brackets, 33 KV Pin/Disc insulators, 33KV HT Panel consisting of 1nos. Incoming feeder & 3 Nos. Outgoing feeder (with Bus-coupler) of 800A, 33KV, VCB with control and relay panel,AB switch, Do fuse, three set of horn gap fuse, lightening arrester, stay set, stone base plate, cable tray/trench,complete earthing set, transformer base channel & belting, nut bolts, anti-climbing device, red oxide paint, fabrication work required for the job, required materials & labours, Suitable size of Substation room/building with Air condition for panel room, suitable Battery backup system, etc. all complete job and as per the specification of JBVNL, site requirement and as per the direction of E/I . [Payable to JBVNL as per their sanctioned estimate ] (All details as per JBVNL cost data book 2018) |
| 69 | Mechanical & Electrical Part at GSR -F to Sundar dam & other Areas |
| 70 | Supply, installation, testing and commissioning of Centrifugal pump sets with allied equipment as under- |
| 71 | Providing , erecting and commissioning ofHorizontal split casing/ Multi stage Centrifugal pump (make: Kirloskar / WPIL/ Mather & Platt) as per IS:5120, capable for required discharge and head (mention below), consisting of SS/bronze impellers, stainless steel pump shaft, etc. with all accessoriescoupled with energy efficientTEFC squirrel cage induction motor confirming toIEC-60034 or latest, having 10% more BHP than that of pump, operating on 900-1500rpm, 11KV, 3 PH, 50 HZ[make: Kirloskar /ABB/BHEL/ Marathon/ CGL]with suitable soft starter conforming relavent IS Code/ IEC all complete with required size of sluice valve and non- return valve standard fitting, strainers, reducer, foot valve, pressure gauge, MS delivery & Suction pipe, common header, PCC foundation, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of E/I. (Note:-Contractor will have to check the design of pump & motor and get it approved by the Department) |
| 72 | Pumping-1- Discharge -18350 LPM, against the head of 100 m, (2W + 2S) |
| 73 | Pumping-2- Discharge -25500 LPM, against the head of 40 m, (2W+2S) |
| 74 | HT Panel:-Supplying , erecting, testing & commissioning11KV H.T. indoor type floor mounted cubical panel installed in Pump House with all required equipents & accessories. Panel board shall be fabricated with MS sheet of suitable guage and size with dust and vermin proof and painted. HT Panel shall be consisting of 11KV, 800A Copper Busbar with busbar chamber, 3 Nos. 11KV 800A indoor type floor mountedvertical isolation & Horizontal Draw out type Vaccum Circuit Breaker (VCB) with control and relay panel for Incoming feeders with Bus-coupler, 10 Nos. 11KV 630A indoor type floor mountedvertical isolation & Horizontal Draw out type Vaccum Circuit Breaker (VCB) with control and relay panel for Outgoing feeders conforming to the relevant/latest IS codes complete with cable entry & exit system, PT (Potential Transformer), C.T (current Transformer) includingMotor Protection Relay, over current Relay, earth fault Relay, negative phase sequence Relays, under voltage Relays, etc. including all types of required Relays, Digital type voltmeter, Ammeter, power factor meter, Frequency meter, MFM, etc. including all types of required metering units. Including Internal wiring with required copper control cables, DC power supply with charger arrangement, fitting & fixing with labours & technicians,etc. all complete Job as per site requirement, Indian standards & direction of Engineer in charge. (Make- ABB/SIEMENS/Schneider/L&T) |
| 75 | LT Power Distribution Panel to be installed at Pump House:- Floor mounted cubical LT Power Distribution Panel board fabricated with MS sheet of suitable guage and size, dust and vermin proof and painted consisting of proper power distribution 4 pole 200A copper busbar, 1 no. incoming feeder of 200A MCCB, 5nos. 100 A MCCB, 5nos. 63 A MCCB, 10nos 32A MCCB for electrical loads & other Utilities, Volt-meters, Ampere-meters, selector switches, indicator lamps etc. all complete with internal wiring, protection units/relays and capacitor banks of proper KVAR for Power Factor improvement for pump sets and other equipments, etc. all complete as per site requirement, Instruction of E/I. and IE rules. |
| 76 | Supply, installation and commisioning offully automatic suitable HT capacitor bank with automatic control panel (APFC panel), isolator, indoor type suitableVacuum Circuit, operated on 11 KV, 3 PH, 50 Hz for HT motors, in standard stages with reactor coils for improvement of PF from 0.8 to 0.98, VCB, cabling and jointing with etc. all complete conforming relevent Indian standards/IE rules. |
| 77 | Supplying and erecting Aluminium conductor of 3.0 core * 300 sqmm, XLPE /PVC - 11 kV grade, armoured cable erected in approved trench or on trays, termination kits, etc. with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 78 | Supplying and erecting Aluminium conductor of 3.0 core * 240 sqmm, XLPE /PVC - 11 kV grade, armoured cable erected in approved trench or on trays, termination kits, etc. with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 79 | Supplying and erecting Aluminium conductor of 3.0 core * 120 sqmm, XLPE /PVC - 11 kV grade, armoured cable erected in approved trench or on trays, termination kits, etc. with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 80 | Supplying and erecting Aluminium conductor of 3.5 core * 120 sqmm, XLPE /PVC - 1.1 kV grade, armoured cable erected in approved trench or on trays with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 81 | Supplying and erecting Aluminium conductor of 3 core * 50 sqmm, XLPE /PVC - 1.1 kV grade, armoured cable erected in approved trench or on trays with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 82 | Supplying and erecting Aluminium conductor of 3 core * 25 sqmm, XLPE /PVC - 1.1 kV grade, armoured cable erected in approved trench or on trays with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 83 | Earthing: making earthing with all equipments, materials & accessories, including connecting with all motors and other electrical equipments, as per IE Rule & IS 3043. |
| 84 | Providing, erecting and commissioning7.5 Tonne single girder Electrically Operated Rectangular Over head Travelling Crane with 6 m lift complete with wire rope hoist, class II duty, all three motions electrically operated by suitable rating motor IP 54, control panel and down pendant control block. |
| 85 | Supplying, installation & commissioning of internal and external lighting at pump house, substation, etc. where ever required with suitable Led lamps, Distribution Boards, cables, switchgears, etc. with all required equipments & materials as per direction of Engineer In Charge/ IE Rules. |
| 86 | Providing, erecting and commissioning Fire fighting system, Lightening arrestor for pump house, suitable nos. of Exhaust fan, emergency light with inverter and battery for Pump house, safety gadgets e.g. hand gloves, boot, helmet, First aid box, insulation pad near each electrical equipments, maintenance and measuring tools & tackles, etc. as per direction of Engineer In Charge. |
| 87 | Construction ofDP structure with all acessories such as suitable number of PSC poles, different type of MS channels, Clamps, angles, brackets, 11 KV Pin/Disc insulators,AB switch, Do fuse, three set of horn gap fuse, lightening arrester, stay set, stone base plate, complete earthing set, transformer base channel & belting, nut bolts, anti-climbing device, red oxide paint, fabrication work required for the job, required materials & labours, etc. all complete job and as per the specification of JBVNL, site requirement and as per the direction of E/I . [Payable to JBVNL as per their sanctioned estimate ] (All details as per JBVNL cost data book 2018) |
| 88 | OUTDOOR 33KV HT PANEL, TRANSFORMERS, ELECTRIC SUBSTATION :- Supplying , erecting and commissioning of 2Nos. 3.0 MVA, (33/11 KV) outdoor type copper woundtransformer as per IS 2026 or latest with on load tap changer with RTCC , AVR and Marshalling box and other Specification with all accessoris& T-oil, as per BIS Level-2 including cost of construction of Electric Substation for the installation of 2 Nos. 3.0 MVA outdoor type tranformer, with DP structure, PCC foundation for transformer, all acessories such as suitable number of PSC poles, different type of MS channels, Clamps, angles, brackets, 33 KV Pin/Disc insulators, 33KV HT Panel consisting of 1nos. Incoming feeder & 3 Nos. Outgoing feeder (with Bus-coupler) of 800A, 33KV, VCB with control and relay panel,AB switch, Do fuse, three set of horn gap fuse, lightening arrester, stay set, stone base plate, cable tray/trench,complete earthing set, transformer base channel & belting, nut bolts, anti-climbing device, red oxide paint, fabrication work required for the job, required materials & labours, Suitable size of Substation room/building with Air condition for panel room, suitable Battery backup system, etc. all complete job and as per the specification of JBVNL, site requirement and as per the direction of E/I . [Payable to JBVNL as per their sanctioned estimate ] (All details as per JBVNL cost data book 2018) |
| 89 | Mechanical & Electrical Part at GSR -B to Taljhari WTP |
| 90 | Supply, installation, testing and commissioning of Centrifugal pump sets with allied equipment as under- |
| 91 | Providing , erecting and commissioning ofHorizontal split casing/Multi stage Centrifugal pump (make: Kirloskar / WPIL/ Mather & Platt) as per IS:5120, capable for required discharge and head (mention below), consisting of bronze impellers, stainless steel pump shaft, etc. with all accessoriescoupled with energy efficient (IE3) TEFC squirrel cage induction motor confirming to IS:325 and IS:12615, having 10% more BHP than that of pump, operating on 1500rpm, 415V, 3 PH, 50 HZ[make: Kirloskar /ABB/ CGL/ Marathon] all complete withrequired size of sluice valve and non- return valve standard fitting, strainers, reducer, foot valve, pressure gauge, MS delivery & Suction pipe, common header, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of E/I.(Note:-Contractor will have to check the design of pump & motor and get it approved by the Department) |
| 92 | SumpDischarge -5100 LPM, against the head of 12 m, (1W+1S) |
| 93 | Main Power Distribution Panel cum MCP for Raw Water to be installed at Raw water SUMP:- Floor mounted cubical LT Motor Control Panel board fabricated with MS sheet of suitable guage and size ,dust and vermin proof and painted consisting of proper power distribution 4 pole 250A copper busbar, 1 no. incoming feeder of 250A MCCB, 3nos. 100 A MCCB for outgoing feeder of clear water pump sets (with spare feeder), 2 nos. 100 A & 63 A MCCB for electrical loads & other Utilities, 2 nos. 32 A MCB for lighting feeder, switch disconnected isolator (TPN), selector switches, Volt-meters, Ampere-meters, indicator lamps etc. all complete with internal wiring, protection units/relays and capacitor banks of proper KVAR for Power Factor improvement for pump sets and other equipments, etc. all complete as per site requirement, Instruction of E/I. and IE rules. |
| 94 | Supplying and erecting, assembled Fully Automatic Star Delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load relay and ON/OFF push buttons, with necessary material and connected to supply, etc complete. |
| 95 | Power wiring with required 120 Sq mm 3.5 core 1.1KV grade armoured Aluminium Cables,XLPE/PVC insulated armoured cablefromTransformer to MCP at Raw Water Pump House. Laying, jointing and making proper terminations,etc. all complete. |
| 96 | Power wiring with required 16 Sq mm 3 core 1.1KV grade Unarmoured Copper cables, XLPE/PVC insulated Unarmoured cable from Power distribution Panel (MCP) to Motors, including laying on wall or on floor as where required, jointing and making proper terminations, etc. all complete. |
| 97 | Earthing: making earthing with all equipments, materials & accessories, including connecting with all motors and other electrical equipments, as per IE Rule & IS 3043. |
| 98 | Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark, including Travelling trolley. |
| 99 | Supplying, installation & commissioning of internal and external lighting with Led lamps with all other materials, Lightening arrestor for Pump house, fire fighting system, first aid, rubber matting, etc. |
| 100 | Construction ofDP structure with all acessories such as suitable number of PSC poles, different type of MS channels, Clamps, angles, brackets, 11 KV Pin/Disc insulators,AB switch, Do fuse, three set of horn gap fuse, lightening arrester, stay set, stone base plate, complete earthing set, transformer base channel & belting, nut bolts, anti-climbing device, red oxide paint, fabrication work required for the job, required materials & labours, etc. all complete job and as per the specification of JBVNL, site requirement and as per the direction of E/I . [Payable to JBVNL as per their sanctioned estimate ] |
| 101 | SWMS pipes - Rising Main |
| 102 | Earthwork in excavation of cut off trenches as per design section in soft rock or ordinary rock (where blasting is not required) (vide classification of soil beyond 50M from the trenches with initial lead of 30M & lift of 1.50M including making the section in profile, dressing in proper slope & bed in proper grade etc. all complete as per specification & direction of EIC. |
| 103 | Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOJ in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications and as per Hydraulic design including Surge Pressure etc. |
| 104 | Dia-MM-1100 |
| 105 | Dia-MM-1300 |
| 106 | Dia-MM-1400 |
| 107 | Dia-MM-1500 |
| 108 | Dia-MM-1800 |
| 109 | Lowering, laying in position to correct line and level including M. S. SpecialSuch as distance Pieces straps bends taps etc. on pedestals or chairs upto piers or trestles . The rate to include loading, unloading, hoisting, marginal cutting wherever required, assembling and tack welding, and transportation up to 500 M. etc. completed as specified. |
| 110 | ii) Above 1000 mm. Up to 1250 mm. dia. |
| 111 | iii) Above 1250 mm. Up to 1500 mm. dia. |
| 112 | v) Above 1750 mm. Up to 2000 mm. dia. |
| 113 | Providing, fabricating and fixing expansion joints for pipelines as per the drawing. The rate to include machining the strakes and steel ring as shown in the drawing and welding on either automatic welding machine or manually, Rate includes plates and flats required for expansion joint and all other materials such as synthetic rubber, rubber ring, etc. including packing as per specifications, grease, bolts and nuts, local handling, excluding GST levied by GOI & GOM in all respect etc. Complete. |
| 114 | Dia-MM-1100 |
| 115 | Dia-MM-1300 |
| 116 | Dia-MM-1400 |
| 117 | Dia-MM-1500 |
| 118 | Dia-MM-1800 |
| 119 | Blast Cleaning of old or new pipeline surface internally with mechanical cleaning machine having steel scraper blades with required passes including removing all rust, scaling etc. including cutting of pipes at required places, rewelding the same including cost of all materials and labour,etc, complete (Pipes pieces if required for rewelding of old pipeline shall be paid separately.) |
| 120 | Dia-MM-1100 |
| 121 | Dia-MM-1300 |
| 122 | Dia-MM-1400 |
| 123 | Dia-MM-1500 |
| 124 | Dia-MM-1800 |
| 125 | External Coating Providing and applying 100% Solids Polyurethane Coating meeting BIS16719 or Rigid, Directto Metal,100% Solids Polyurethane Coating meeting AWWA C-222 of minimum 1000 micron thickness on the external surface of MS Pipe after blast cleaning to SA 2½ with Anchor profile of >75Microns using angular Steel Grit. Pipe blast cleaning and coating shall only be permitted in the pipe manufacturer’s facility, preferably on rolling conveyor using fast set materials. The rates are including loading, unloading, handling and transportation of Pipe etc. complete. Product shall be supplied and applied as per detailed specification provided by the department. |
| 126 | Internal Lining Providing and applying 100% Solids Polyurethane Coating meeting BIS 16719 or Rigid, Directto Metal,100% Solids Polyurethane Coating meeting AWWA C-222 and satisfying the criterionfordrinking water as per WRASBS 6920 to a thickness of 500 Microns (SSPC PA2) on the internal surface of MS Pipe after blast cleaning to SA 2½ with Anchor Profile of >75 Microns Using angular Steel Grit. The Coating should meet Total Organic Carbon (TOC) as per APHAAWWAWEF5310C < 2.00 milligram/ Liter. Pipe lining shall only be permitted in the pipe manufacturer’s facility. Site application shall not be permitted. The rates are including loading, unloading, handling and transportation of Pipe etc. complete. Product shall be supplied and applied as per detailed specification provided by the department. |
| 127 | Supplying all materials, labours (Skilled & Unskilled) tools & equipment"s for GAS CUTTING of steel barrel pieces/M.S.Pipes of different dia of pipe up to 20mm thickness to exact dimension & shape by oxyacetylene method for subsequent welding of barrel pieces & pipes. |
| 128 | Providing, double flanged short body pattern type manually operated Butterfly Valve / sluice valve having body , disc and end cover in graded cast iron to IS-210 Gr. CF 200 generally confirming to IS-13095-1991, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearing including inspection charged,transportation up to departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. excludingC.C. foundation / structural steel support. |
| 129 | Dia-MM-1100 |
| 130 | Dia-MM-1300 |
| 131 | Dia-MM-1400 |
| 132 | Dia-MM-1500 |
| 133 | Dia-MM-1800 |
| 134 | Lowering, laying and fixing Butterfly Valve / sluice valve |
| 135 | Dia-MM-1100 |
| 136 | Dia-MM-1200-1500 |
| 137 | Providing and supplying Air Valves as per IS-14845-2000 AND MJP"s standard specifications double orifice type combined with isolating sluice valve , mounted in horizontal position and operated by wheel gearing , small orifice elastic ball resting on gun metal orifice nipple , large orifice vulcanite ball seating on moulded seat ring inlet face and drilled , including insurance third party inspection charges , loading unloading , transportation upto departmental store , excluding GST levied by GOI & GOM in all respect etc. complete |
| 138 | (a) 200 mm dia cast steel air release valve |
| 139 | Lowering, laying and fixing air valvas |
| 140 | Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including inspection charges, transportation to departmental stores excluding GST levied by GOI & GOM in all respect etc. complete |
| 141 | (b) 300 mm dia cast steel pressure air relief valve |
| 142 | Lowering, laying and fixing pressure relief valves |
| 143 | Earthwork in backfilling the trenches after laying different types & size of pipes with earth removed & lift as per specification & directionof EIC. (For classification of soil item A & B) @80% of Item No. 1 |
| 144 | Pumping out unforeseen accumulated water in pipe trench including hire charges of pumps, cost of fuel & labour charges etc. as per direction of EIC.(Dewatering) |
| 145 | Estimate Of Masonary Sluice Valve Chamber(3.50mx3.00mx3.20m) |
| 146 | RawWater Rising main. |
| 147 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Laying of Rawwater Rising Main (Please refer to Section 5,Sl. 3.0 of SBD) |
| 148 | Supplyingcentrifugally cast (spun) ductile iron pressure pipeforwater supply with socket and spigot ends confirming to IS:8329/2000 in standard lengths of classK-9 suitable for push on joint (Rubber gasket jointing) with cementmortar lining on inside surface and outside zinc coating with bituminous paint includingall othertaxes insurancecarriagetowork sitewith loading Unloadingetc stacking including inspection charges and all taxes all complete. |
| 149 | Dia-mm-300 |
| 150 | Dia-mm-350 |
| 151 | Dia-mm-400 |
| 152 | Dia-mm-750 |
| 153 | Supplying Labours Tools and Tackles for Testing of Lead CI or UPVC or HDPE or AC or DI pressure Pipe upto 60 m head of water all complete as per specification direction EI (Water to be supplied free of cost departmentally) |
| 154 | Dia-mm-300 |
| 155 | Dia-mm-350 |
| 156 | Dia-mm-400 |
| 157 | Dia-mm-750 |
| 158 | Providing and supplyingISI standard D.I. specials & fitting with sealingrubber gasketof S.B.R. complete with cast iron follower glandand M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipesincluding cost of all labours and materials andtransportation to stores /site,loading, unloading including all taxes,etc.complete as per I.S.9523@ 5% |
| 159 | 300 mm to 450 mm |
| 160 | Above 600 mm Dia |
| 161 | Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainlesssteel spindle, caps including all transportation etc. complete. (without by-pass Arrangement-P.N-1.6) |
| 162 | Sluice valve PN 1.6 |
| 163 | Dia-mm-300 |
| 164 | Dia-mm-350 |
| 165 | Dia-mm-400 |
| 166 | Dia-mm-750 |
| 167 | Providingandsupplyingair valves as perIS -10845-2000 and MJP"s standard specifications of approved make and quality offollowing diametersincludingalltaxes (centralandlocal),railway freight,inspectioncharges,unloading from railway wagons,loadinginto truck,transportation transportati on up to departmentalstores/site unloadingand stackingetc. complete. |
| 168 | 150 mm Dia. |
| 169 | 200 mm Dia. |
| 170 | Earth Workinexcavation(As perI.S. 3114/1965)for layingofDifferenttypesand sizeofpipessoastogiveone meter average cover overthe socketofpipewithdisposal of excavated earthwithin initial leadand liftas per specification and directionof Engineerin-charge (b) For classification of soil item -A |
| 171 | Earth Work in excavation of foundation trenches as per design section in ordinary or soft rock (vide classification of soilitem-C) anddisposalof excavated materials so obtained (10 M away fromthe edge ofthe trencheswith initial lead of150M andinitial liftof 1.5m as per specification anddirection ofE/I. (in ordinaryor soft rock where blasting is not required) |
| 172 | Supplying labours ,tools,tackles lubricantetcfor laying andjointingDI/ C.I.S/S Tyton pipes (class LA) trenchesupplying rubber gasket (Rubber gaskets confirmingto I.S.S.-5382-1969) and making gasket joints including providing nightguard,barrier andred light to safe guard againstaccident,all complete (Pipe to be supplied departmentally free of cost and laying of pipesis to bedoneas per (I.S.S.3114-1985)as per design,specificationand direction of E./I. (without gasket) |
| 173 | Dia-mm-300 |
| 174 | Dia-mm-350 |
| 175 | Dia-mm-400 |
| 176 | Dia-mm-750 |
| 177 | Lowering,layingandfixingin proper alignmentand position all types of C.I.air valves as directed by Engineer –in–charge including cost of conveyance from store to site ofwork,cost of all material and givingsatisfactory hydraulic testing etc.complete.(forall class of valves). |
| 178 | 150 mm Dia. |
| 179 | 200 mm Dia. |
| 180 | Supplying Labourandtoolsfor fixing C.I.sluice valve in trencheswith a pair ofC.I.Tail pieceincludingmakinglead caulkedjoints and flanged joints as per I.S.S. specification, including supplying all jointing materials (Piglead confirmingto I.S.S. 782-1978,yarn confirming to I.S.S. 6587–1972 and nuts andbolts confirmingto I.S.S.1364 –1983) including drilling holes in flanges if required as perspecification and direction ofE/I.(Sluice Valve and Pieces to be Supplied Departmentally Free of Cost) |
| 181 | Dia-mm-300 |
| 182 | Dia-mm-350 |
| 183 | Dia-mm-400 |
| 184 | Dia-mm-750 |
| 185 | Earth work in back fillingthe trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as perspecification and direction of Engineer-in-Charge( forclassification of Soil item A&B) |
| 186 | Construction of B.W.masonry valvechamber of size(1.20mx.90mx1.50m) mt.asper enclosed annexure. |
| 187 | Supply all materials & construction of Thrust Block where required. (above 450 mm & upto 500mm dia) |
| 188 | Supply all materials & construction of Thrust Block where required. (above 750 mm dia) |
| 189 | Twin Type Staff Quarter - 6 Unit (Please refer to Section 5,Sl. 2.7 of SBD) |
| 190 | E/W in Excavation in foundation trenches inordinary soil (Vide classification of soil Item -A) & disposal of excavatd earth obtained to a distance up to 50 M including all lift leveling ramming the foundation trenches removing root of trees scrubs all complete as per approveddesign. |
| 191 | Providing ,coarse clean sand in filling in foudation trenches /in Plinthincluding ramming & watering in layersnot exceeding150 mm thick with all leads lift including cost of all materilas ,labour , royalty & taxes all complete as per building specification & direction Of E/I |
| 192 | Providing designation 75 A one brick flat soiling jointsfilled with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I |
| 193 | Providing P.C.C M-100 in nominal mix of (1:3:6) in foundation with appoved quantity of stonemetal (50 mm 25 mm dia size)graded& clean coarse sand of F.M 2.5 to 3 including screening , shuttering , mixing cementconcrete in mixer & placing in position , vibrating , striking , curing taxes & royalty all complete as per building specification& direction of E/I |
| 194 | Providing designation 75 A brick work in C.M. (1:6) in foundation7 Plinthwith approvedqualityof clean coarse sand of F.M 2 to 2.5 including Providing 10 mm thick mortar joints ,Cost of screening , materials , Scaffolding , rakingoutjoints to 15 mm depthcuring , taxes & royalty all completeas perbuildingspecification & direction of E/I |
| 195 | Providing 25 mm thick damp proof coarse with cement concreteM-150 with nominal mix of (1:2:4) with approved quality of stone chips of 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to3 including screening, shuttering mixing cement concretein mixer with 5% cico or any other approved water proffing compound and placing in position , vibrating , striing , curing , taxes & royalty all completeas per building specification & direction of E/I |
| 196 | Providingdesignation 75 A brick workin C.M (1:6) in super structure with approvedqualityof clean coarsesand of F.M. 2 to 2.5 including providing10 mm thick motar joints ,cost of screening , materials, scaffolding,raking outjoints to 15 mm depth curing , taxes & royalty all complete as perbuilding specification & direction of E/I |
| 197 | Providing R.C.C M-150 with nominal mix of (1:2:4) in lintel level with approved quality of stonechips 20 mm to 6mm size graded & clean coarse sand of F.M 2.5 to including screening , centring,shuttering andmixing cement concrete in mixer& placing in position vibrating striking curing (butexcluding the cost of reinforcement ) taxes & royalty all complete as per building specification of (E/I. |
| 198 | Providing centering & shuttering etc |
| 199 | Providing average 63 mm thick R.C.C M -150with nominal mix (1:2:4) chajja in shelves with approvedqualityof stone chips20 mm to 6 mm size graded & clean coarse sand of F.M 2.5 to 3 including making drip coursein concrete , screening , centering shuttering & mixing cement concrete in mixer & placing in position vibrating ,striking ,6 mm cementplaster (1:4) in celling & sidesof chajja with sand of F.M 1.5, Curing ( But excluding the cost of reinforcement ) taxes and royaltyall complete as per building specification of E/I |
| 200 | Providing centering & shuttering etc |
| 201 | Providing centering & shuttering etc |
| 202 | Providing R.C.C M-200 with nominal mix of (1:1.5:3) in roof slab with approved quality ofstone chips 20 mm to 6 mm size Graded & Clean coarse sand F.M 2.5 to including making drip course in cocrete ,screening , concreting , shuttering , centring mixing cement concrete in mixer & placing in position , vibrating ,striking, curing (but excluding the cost of reinforcement) taxes & royalty all complete as per building Specification & direction of the E/I |
| 203 | Providing centering & shuttering etc |
| 204 | Supplying fitting & fixing good quality ,well dressed & well seasoned sal wood work in choukhat in doors , windows , skylights , fan light and C/W celestial windows openings , including wedge over all clamps completeincluding application of two coats of wood preservative of approved quality on the surfacebutting walls & lintels all complete as per building specification & directionofE/I |
| 205 | Supplyingfitting and fixing 250X20X6 mm L-type M.S Clamp properly fish tailed .including making holes and setting the same in 375 X125X75 mm cement concrete block (1:2:4) with cost of all labour and materials and taxesas per building specification and diection of E/I @6for each door & 4 for each window Total Quantity -(2X3X6+2X4X4)=68 nos |
| 206 | Supplying all materials , labours and fitting & fixing 38 mm (1.5) thick good quality seasonedsal wood battened shutter ledged & braced in door and windows with oxidized iron fitting such as hingles ,sliding door bolts , tower bolts , handles or ings hooks and eye , cleats , sand block as per schedule , taxes & royalty all complete as perbuilding specification & direction of Engineer -in- charge |
| 207 | Supplying , fittings & fixing M.S /Gril made of 20X6 mm M.S flat as perapproved design& drawing properlyfabricated with jointscontinous filllet welded and finshedsmooth , carriage of grill to worksite hoistingas per the building specification and direction ofE/I ( where materials is not supplied by the Deptt .) |
| 208 | Providing 25 mm thick pre cast R.C.C M-150 with nominal mix of (1:2:4) in jali with approvedquality to stonechips of 6mm nominal size and clean coarse sand of FM 2.5 to 3 with 1.6 mm thick M.S wire as per approveddesign and drawingand placing the same in position true to plumb and level and properly groutedwith cement mortar (1:3) including cost of curing , Scaffolding and finishing all complete as per building specification and direction E/I |
| 209 | Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqiredsize and shape placedin position and fixing in R.C.Cslab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet |
| 210 | Supplying , fitting and Fixing M.S Grill gate made of 20X 6 mm M.S or 16 mm M.S raurbar Flat fitted on25 mm X 25 mm X 6mm M.S angle frame of size 60X60X6 as per approved design including cost of fabrication & drawing , properly fabricated with jointscontinuousfillet welded & finished smooth, providing necessary locking arrangements with Haskell &dummy duly fixed in C.C (1:2:4) blocks of reuired size applying a priming red lead paintsover steel works , taxes , carriage of grill to work site , asper the building specification & direction of E/I ( wherematerialsis not supplied by the Dept) |
| 211 | Providing 6 mm thick cement plaster (1:4) in cellingwith approved quality of clean coarse sandof F.M1.5 includingscreening, curing with allleads & lifts of water , scaffolding , taxes & royalty all complete as per building specification & direction of E/I |
| 212 | Providing 12 mm thick cement plaster (1:6) with approved qualityof clean coarse sand of F.M 1.5 includingscreening .Curing with all leads & lifts of water, Scaffolding , taxes 7 royalty all complete as per building specification & direction of E/I. |
| 213 | Providing cement 1:3 (12mm ) plaster with cement mortar (1:3) using clean coarse sandfinishing with neat punning a dado 6" (150 mm) higha side room and out side wall upto plinth level includng screening , curing with all leads & lifts of water , scaffolding , taxes and royaltyall completeas per buildingspecification & direction of E/I |
| 214 | Filling in foudation trenches & Plinth in layersnot exceeding 150 mm thick well watered ,rammed ,fully compacted & finedressed with earth obtained fromexcavation of foundationtrencheswithin a lead of 50 m & lift of 1.5 m all complete as per building specification & direction of E/I ( Mode of measurementcompacted volume) |
| 215 | Providing 25 mm thick . First class patent stone flooring (1:2:4) with stone chips in two layers ,bottom layer 19 mmthick (1:2:4)with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick (1:2) with 6 mm down stone chips in pannels including cost of curing , finishing the surface smooth by rubbing with carborandum stone taxes & royalty with all completeas per building specification & direction of E/I |
| 216 | Providing designation 75 A one brick on edge flooring in C.M (1:4) with top surface flush pointed in CM (1:4) approvedquality of clean coarsesand of F.M 2 to 2.5 including the cost of screening ,raking outjointsto 15 mm depth , curing taxes,royalty all complete as per building specification and direction (E/I) |
| 217 | Providing all materials , labours & doing two coat snowcem with approvedquality of lime over the new surface including the cost of cleaningsurface thoroughly and removing the scales of smoke & ash marks with jhama rubbing ,scaffoldingwashing of floor sand taxes all complete as per building specification and direction of E/I |
| 218 | Providing all materials,labours & doing 2 (two ) Coat colour washing over a coat of white washing over new surface with approved quality of lime & Colour over the new surface including the cost of clening surface thoroughly and removing the scales of smoke & ash marks with jhama rubbing , scaffolding washing of floor sand taxes all complete as per building specification and direction of E/I |
| 219 | Providing two coats of painting with readymix paint synthetic enamel paint over a coat of primer of approved shad and make over new wooden surface after cleaning, removing dirt scales ,smokes,grease and sand papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I |
| 220 | Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning , removing rust ,dirt ,scales ,smokes and grease and cleaningthe surface thouroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I |
| 221 | Providing 2(two) coats of Paniting with ready mixed paints of approved shade & make over steel surafce including cleaning the surface thouroughly , scaffolding & taxes all complete as per building specification & direction of E/I |
| 222 | Providing 10 mm (TMT) Fe 500 TOR for steel reinforced as per approved design and drawing excluding carriage of torrod to work site including cutting bending and binding with annealed wire with cost of wire with cost of wore removal of rust placing the rods in position all complete as per building specification and direction of E/I |
| 223 | Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete . |
| 224 | Cement 10KM lead |
| 225 | Steel10KM lead |
| 226 | Sand36KM lead |
| 227 | Bricks6KM lead |
| 228 | Stone/Stone Chips11 KM lead |
| 229 | Water Supply Sanitation Installation (Plumbing work) |
| 230 | Supplying and laying GI pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes in size and threading ends where necessary including carriage of materials up to work site etc. all complete as per specification and direction of E/I. |
| 231 | i) 25mm GI. Pipe. |
| 232 | ii) 15 mm GI. Pipe. |
| 233 | Supplying materials and labours for fixing GI Pipes with red lead paints and yarn with screwed and sockted joints on wall, celling and floor including supplying of wall hooks of pipe clamp, wooden plugs, cutting pipe to size and threading ends where necessary all complete as per specification and direction of E/I. |
| 234 | i) 15 mm GI. Pipe |
| 235 | Supplying, fitting and fixing of GM ferrule of approved make in DI/CI main including drilling and tapping CI/DI main etc. all complete as per specification and direction of E/I. |
| 236 | Supplying and fixing GI fittings of approved make all complete as per direction of E/I. |
| 237 | (a) Elbow 15 mm dia |
| 238 | (b) Tee plane 15mm dia |
| 239 | (c) Nipple 15mm dia. |
| 240 | (d) Union Socket 25mm dia |
| 241 | (e) Union Socket 15mm dia |
| 242 | (f) Brass bib cock15mm dia |
| 243 | (g) C.I stop cock 15mm dia |
| 244 | (h) C.I. stop cock 25mm dia |
| 245 | (i) Reducing Socket 25x15mm |
| 246 | (j) Tee 25x25x15mm dia |
| 247 | Supplying, fitting and fixing vitreous white glazed earthen were I W C of parry Hindustan or any other I.S.S approved make with 100 mm HCI ‘P’ trap, 15 Liters CI pull and let go flushing cistern of names or otherISS equivalent make complete with all fittings C.I. or C.C brackets, 32 mm, alkathene /PVC telescopic flush pipe about 2 mtrs. long with one brass coupling and clamps, GI chain and pull including supplying and fixing a pair of vitreous white glazed earthen were footrest to be fixed in floor, 15 mm .CI body brass spindle, stop cock of weight not less than 50 grams, 15 mm. PVC connection pipe 450 mm. long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I.(510mm.long with 12.5 Liter low level PVC System). |
| 248 | SEPTIC TANKand SOAK PIT |
| 249 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, leveling, ramming the foundation trenches, removingrootsoftrees, shrubsall complete as per approved design, building specification and direction of E/I. |
| 250 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of E/I. |
| 251 | Providing designation 75A one Brick flat soling, joints filled with local sand including cost of watering, tax, royalty all complete as per building specification and direction of E/I. |
| 252 | Providing P.C.C M150 with nominal mix of (1:2:4) in foundation with approved stone chips 20mmto 6mm size well graded andclean course sand of FM-2.5to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, Vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 253 | Providing water proof cement plaster (1:3) with clean course sand of F.M- 1.5mm with 5% cico or any other approved water proofing compound including taxes and royalty all complete as per buildingspecification and directions of E/I. |
| 254 | (a) 19 mm thick |
| 255 | (b) 12 mm thick |
| 256 | Providing designation 75A bricks work in C.M. in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints, cost of screening materials racking out joints to 15 mm. depth, curing taxes and royalty all complete as per building specification and direction of E/I. |
| 257 | (a) B/Win C.M (1:4) |
| 258 | (b) B/W 75-B in (1:6) for Soak pit |
| 259 | (c) Brick work in dry masonry for soak pit. |
| 260 | Providing pre cast R.C.C.M-150 with nominal mix of (1:2:4) slab of desired sizewith approved quality of stone chipsand clean coarse sand of FM 2.5 to 3 including curing, shuttering, carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement), taxes and royalty etc. all complete as per building specification and direction of E/I. |
| 261 | Providing for reinforcement as per approved design and drawing excluding carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per Specification and direction of E/I. |
| 262 | 10 mm dia |
| 263 | Supplying fitting and fixing H.C.I. Pipe/ H.C.I. fitting of Approved make confirming to I.S.S 1729 including supplying nails and bobbins lead andyarn from making lead caulked joints including earth work or providing scaffolding as the case may be all complete as per specification and direction of E/I. |
| 264 | (a) 100mm dia H.C.I. Tee. |
| 265 | (b) 100mm dia H.C.I. Band |
| 266 | (c) 50mm dia H.C.I. Cowel |
| 267 | (d) 50mm dia H.C.I. Vent pipe |
| 268 | (e) 100mm H.C.I. Pipe |
| 269 | Supplying materials and labours and fixing20mm dia M.S bar steps in wall of 0.3 m interval and staggeredin (1:2:4) cement concrete including scaffolding and curing etc. all complete as per specification and direction of E/I. |
| 270 | Supplying all materials, labours, tools and tackles and 100mm dia R.C.C hume pipe and laying jointing, testing, earth work including carriage of materials etc. all complete. |
| 271 | Supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of E/I. |
| 272 | Supplying materials and labours for constructing inspection chamber of designation class 75 B bricks size 750mm deep, 600x450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600x475 mm G.I. Cover With frame ( Weight not less than 36 Kg.) along with earth work in excavation and 80mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per specification and direction of E/I |
| 273 | Carriages of materials |
| 274 | (a) Brick –6 KM lead |
| 275 | (b) Sand -36 KM lead |
| 276 | (c) Stone chips -11 KM lead |
| 277 | (d) Steel 10 KM |
| 278 | (d) Cement- 10 KM lead |
| 279 | Electrical Works |
| 280 | Point wiring in PVC conduit with modular type switch wiring for light point /fan point with 1.5sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required |
| 281 | Wiring for twin control light point with 1.5 sqmmF.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with two way modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required |
| 282 | Wiring for light /power plug point with 2 x 4 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with one no 4 sqmmFR PVC insulated copper conductor single core cable for loop earthing etc as required |
| 283 | Coppersub main wiring in PVC conduit Wiring for sub main wiring withPVC insulated copper conductor single corein surface/recessed PVC conduitas required |
| 284 | 2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring |
| 285 | 2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring |
| 286 | Supplying and fixing following way three pole and neutral sheet MCB distribution board 415 volts on surface/recessed complete with tinned copper bush bars ,neutral link, earth bar, din bar, detachable gland plate inter connection phosphatised and power painted including earthing etc as required (but with out mcb / rccb / Isolator) (4 +12 ) double door horizontal type |
| 287 | Supplying and fixing 5 amp to 32 amp, rating 240 volts, B series miniature circuit breaker of single poles in existing MCB DB complete with connecting ,testing, and commissioning etc as required |
| 288 | Earthing with G.I. earth pipe 4.5 M long 40mm diaincluding accessories and providing masonry enclosure withcopperplate having locking arrangement and watering pipe etc with charcoal ,salt all complete as per electrical rule |
| 289 | Supplying ,fitting and fixing following sizes of PVC conduct along with accessories in surface / races including cutting the wall and making good the same in case of recessed conduit as required |
| 290 | PVC con 20 mm PVC pipe |
| 291 | PVC con 25 mm PVC pipe |
| 292 | Installation commissioning and testing Ceiling Fan |
| 293 | Carriage of ceiling fan and regulator |
| 294 | Supplying ,fitting and fixing 5 amp ceiling rose on the existing junction |
| 295 | Supplying ,fitting and fixing breas batten/ angle holder including connection etc. |
| 296 | Supplying ,fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3pin 5/6 amp modular type switch, connection, painting etc as required. |
| 297 | Supplying ,fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 6pin 5/6 amp and 15/16 amp socket outlet and 15/16 amp modulartype switch, connection, painting etc as required. |
| 298 | Supplying and drawing co-axial T.V. cable RG-06 grade 0.7 nn solid copper conductor PE insulated seilded with fine tinned cover braid and protected with PVC sheath in the existing surface / recessed steel/ PVC conduit as required. |
| 299 | Supplying and fixing modular switch / socket on the existing modular plate and switch box including connection but excluding modular plate etc,as required. TV antenna socket out put |
| 300 | Supplying ,fitting and fixingmodular base andcover plate on existing modular metal boxes etcas required. |
| 301 | Cost ofEarthing with G.I. earth pipe 4.5 M long 40mm diaG.I.Pipe 600mm x 600mm x 6mm thick copper earth plate, and 8 SWG copper wire including cost of making 1.2x1.2x3m deep pit and filling with charcoal ,salt all complete as per electrical rule |
| 302 | Compound Wall/ Boundry Wall. (2858.40 M Long) |
| 303 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job.(Please refer to Section 5,Sl. 2.9 of SBD) |
| 304 | Earth work in excavation in foundation trenches in hard soil (Vide classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I |
| 305 | Providing coarse clean sand in filling in fundation trenches or in plinth including ramming and watering in layers not exceeding 15mm thick with all leads and lifts includiing cost of all materials, labour, royality and taxes all complete as per building specification and direction of E/I. |
| 306 | Providing designation of 75A one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I. |
| 307 | Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 308 | Providing centering & shuttering etc |
| 309 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 310 | Providing centering & shuttering etc |
| 311 | Providing RCC M-200 with nominal mix of (1:1.5:3) in stiffeners with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. |
| 312 | Providing centering & shuttering etc |
| 313 | Providing RCC M-200 with nominal mix of (1:1.5:3) in band at plinth level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall |
| 314 | Providing centering & shuttering etc |
| 315 | Providing RCC M-200 with nominal mix of (1:1.5:3) in band at lintel level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall |
| 316 | Providing centering & shuttering etc |
| 317 | Providing designation 75 A brick work in CM (1:6) in super structure with approved quality of clean coarse sand of FM 2 to 2.5 including, providing 10mm thick mortar joints cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 318 | Providing 12mm thick cement plaster (1:6) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per specification and direction of E/I. |
| 319 | Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per buildingspecification & direction of E/I. Qnty. Same as Item no.13 |
| 320 | Providing Tor steel reinforcement of 10 mm ,12 mm , &16 mm dia Bars as per approved design and drawing excluding carriage of M.S bars to work site , cutting ,bending and binding with annealed wire with cost of wire ,removal of rust , Placing the rods in position all complete as per building specification and direction of E/I |
| 321 | Filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I |
| 322 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 323 | Cement10KM lead |
| 324 | Steel 10KM lead |
| 325 | Sand36KM lead |
| 326 | Stone/Stone Chips11KM lead |
| 327 | Bricks6KM lead |
| 328 | Gate - 6 nos. |
| 329 | Earth work in excavation in foundation trenches in hard soil (Vide classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I |
| 330 | Providing coarse clean sand in filling in fundation trenches or in plinth including ramming and watering in layers not exceeding 15mm thick with all leads and lifts includiing cost of all materials, labour, royality and taxes all complete as per building specification and direction of E/I. |
| 331 | Providing designation of 75A one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I. |
| 332 | Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 333 | Providing centering & shuttering etc |
| 334 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 335 | Providing centering & shuttering etc |
| 336 | Providing RCC M-200 with nominal mix of (1:1.5:3) in column with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. |
| 337 | Providing centering & shuttering etc |
| 338 | Providing RCC M-200 with nominal mix of (1:1.5:3) in band at plinth level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall |
| 339 | Providing centering & shuttering etc |
| 340 | Providing Tor steel reinforcement of 10 mm ,12 mm , &16 mm dia Bars as per approved design and drawing excluding carriage of M.S bars to work site , cutting ,bending and binding with annealed wire with cost of wire ,removal of rust , Placing the rods in position all complete as per building specification and direction of E/I |
| 341 | Filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I |
| 342 | Supplying fitting & Fixing M.S. grill gate with M.S. grills made 20x6mm M.S. flat or 16mm M.S. square bars fitted 25x25x6 mm M.S. angle frame of size 60x60x6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C (1:2:4) blocks of required size, applying a priming red lead paint over steel work , taxes all complete as per drawing specification and direction of E/I. |
| 343 | Providing two coat of painting with ready mixed paint of approved shade and make over steel surface |
| 344 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 345 | Cement25KM lead |
| 346 | Steel 25KM lead |
| 347 | Sand10KM lead |
| 348 | Stone/Stone Chips10KM lead |
| 349 | Bricks15KM lead |
| 350 | Pump House (6 nos.) |
| 351 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregabe 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (Pumping Station for PCC M10) |
| 352 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregabe 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (Pumping Station for Screed M20) |
| 353 | Plain/Reinforced cement concrete in well foundation complete as per drawing an technical specifications. (Pumping Station for RCC M25, Sub structure) |
| 354 | Furnishing and placing Reinforced/Prestrcssed cement concrete in super-structure as per drawing and Technical specifications (Height upto 5m). (Pumping Station for RCC RCC M25, Super structure) |
| 355 | Furnishing and placing Reinforced/Prestrcssed cement concrete in super-structure as per drawing and Technical specifications (Height above 5m). (Pumping Station for RCC RCC M25, Super structure) |
| 356 | Providing tor steel reinforcement of 10mm, 12 mm 16 mm, 20mm, 25mm, 28mm & 32 mm bar as per approved design and drawing. (Pumping Station for Re-bar 8mm to 12mm) |
| 357 | Providing tor steel reinforcement of 10mm, 12 mm 16 mm, 20mm, 25mm, 28mm & 32 mm bar as per approved design and drawing. (Pumping Station for Re-bar 16mm to 25mm) |
| 358 | Extra for centering and shuttering in R.C.C. works of beam, stiffer and column in foundation and plinth (having similar design and specification as for such work in superstructure) as per specification and direction engineer –in-charge. (Pumping Station for Straight Shutter, Sub Structure) |
| 359 | Extra for centering and shuttering in R.C.C. works of beam, stiffer and column in foundation and plinth (having similar design and specification as for such work in superstructure) as per specification and direction engineer –in-charge. (Pumping Station for Straight Shutter, Super structure) |
| 360 | Approach Road (4480.0 M Long) |
| 361 | Construction of embankment with approved meterial obtained from borrow pits with a lift 1.5 M transporting to site spreading,grading to required slope and compacting to meet requirement of to tables 300.1 and 300.2 with a lead upto 1000 M as per technical specification 301.5. |
| 362 | (A) By mix in place method construction of granual sub base by providing well graded material,spreading in layer with mortar grade on prepared surface,mixing by mix in place method with rotavater at OMC, and compecting with smooth wheel roller to achiver the desired dencity,complete as per technical specification clouse 401, |
| 363 | Construction of un-reinforced dowel joints at expaction and construction joint only plain cement concrete pavement thickness as per design over a with shovels rakes compacted using prepared sub base with 43 grade cement or any other type as per clouse 1501.2.2 M-30 (grade) coarse not exceeding 25 mm mixed in concrete mixer of not less than 0.2 cum capacity and appropenate weigth bacher using approved mixed design laid in approved fixed side fromwork (steel channal laying and fixing of 125 micron thick polythene film wedges steel plates including leveling the fromwork as per drawing), spreading the concrete with shovels rankes compacted using needle seed and plate vibrators and finished in contaction and empanction contraction jointing appling debonding strips primer sealant dowel bars near approches to bridge/culvert and contraction joints admixtures as approved curring of concrete slabs for 14 days using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clouse 1501. |
| 364 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weigth as per table-1300.1 no frament weighing less than 25 kg laid dry complete as per drawing and technical specification clouse 1301. |
| 365 | Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading ,unloading transportation are complete . |
| 366 | Cement 10KM lead |
| 367 | Sand 36KM lead |
| 368 | Stone/Stone Chips11KM lead |
| 369 | Boulder 11 KM lead |
| 370 | Railway Crossing (Rajmahal) - 4 nos. |
| 371 | Manufacturing, Providing and Supplying spiraly welded/ ERW/ SAW/ Fabricated M.S Pipes (Commercial Quantity) including procurements of Plates, gas cutting to required size rolling track welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming "V" edge on both ends of pipe including all taxes (Central and Local), Railway freight, Insurance unloading form railway wagon, loading into truck, transport to stores/ site, unloading, stacking etc. complete as per IS- 3589 and IS- 5504 as applicable as per specifications (No negative tolerance in thickness is permissible) |
| 372 | For 1500 mm Dia DI Pipe- 1650 mm Dia 12 mm Thick (For M.S Casing Pipe) (60*2) |
| 373 | For 1800 mm Dia DI Pipe- 1950 mm Dia 12 mm Thick (For M.S Casing Pipe) (60*2) |
| 374 | Instalation of product pipe guided Auger Boring method including making of entry and Exist pits all related civil works like Excavation shoring/strutting etc shielded excavation ,through auger boring process lowering of pipe segments in the jaking pit laying and joining of product pipe line through jacking process from.... cost of pipe average cover of 1.5m depth below ground level(Up to 100 m istallation length) |
| 375 | Above 600 mm to 900 mm diaM.S. Pipe |
| 376 | Providing and applying primer first coat of intertol 49 W emaline 05/58 pipe cost or any other equivalent approved paint in the internal surface of pipe line at sight. MJP, 2019-20, Item No. 12, Page 159 |
| 377 | First Coat |
| 378 | Second Coat |
| 379 | N.H. Crossing (5 nos.) |
| 380 | Manufacturing, Providing and Supplying spiraly welded/ ERW/ SAW/ Fabricated M.S Pipes (Commercial Quantity) including procurements of Plates, gas cutting to required size rolling track welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming "V" edge on both ends of pipe including all taxes (Central and Local), Railway freight, Insurance unloading form railway wagon, loading into truck, transport to stores/ site, unloading, stacking etc. complete as per IS- 3589 and IS- 5504 as applicable as per specifications (No negative tolerance in thickness is permissible) MJP, 2019-20, Item No. 2, Page 171-180 |
| 381 | For 750 mm Dia DI Pipe- 900 mm Dia 12 mm Thick (For Casing Pipe) |
| 382 | For 1300 mm Dia DI Pipe- 1450 mm Dia 12 mm Thick (For Casing Pipe) |
| 383 | For 1500 mm Dia DI Pipe- 1650 mm Dia 12 mm Thick (For Casing Pipe) |
| 384 | For 1600 mm Dia DI Pipe- 1750 mm Dia 12 mm Thick (For Casing Pipe) |
| 385 | For 1800 mm Dia DI Pipe- 1950 mm Dia 12 mm Thick (For Casing Pipe) |
| 386 | Instalation of product pipe guided Auger Boring method including making of entry and Exist pits all related civil works like Excavation shoring/strutting etc shielded excavation ,through auger boring process lowering of pipe segments in the jaking pit laying and joining of product pipe line through jacking process from.... cost of pipe average cover of 1.5m depth below ground level(Up to 100 m istallation length) DWSD S.N.-1221C -page-58 |
| 387 | Above 600 mm to 900 mm diaM.S. Pipe |
| 388 | Providing and applying primer first coat of intertol 49 W emaline 05/58 pipe cost or any other equivalent approved paint in the internal surface of pipe line at sight. MJP, 2019-20, Item No. 12, Page 182 |
| 389 | First Coat |
| 390 | Second Coat |
| 391 | Pedestal of height 2.5 m for 2x1100 mm Pipe |
| 392 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I (Gangway to Forest land) |
| 393 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 394 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 395 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 396 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I 10mm (TMT coil Fe 500) (only valid for SAIL & TATA Steel) (1% of RCC Qty.) |
| 397 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 398 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 399 | Cement10KM lead |
| 400 | Steel 10KM lead |
| 401 | Sand36KM lead |
| 402 | Stone/Stone Chips11KM lead |
| 403 | Pedestal of height 2 m for 2x1100 mm Pipe |
| 404 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I (Gangway to Forest land) |
| 405 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 406 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 407 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 408 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I 10mm (TMT coil Fe 500) (only valid for SAIL & TATA Steel) (1% of RCC Qty.) |
| 409 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 410 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 411 | Cement10KM lead |
| 412 | Steel 10KM lead |
| 413 | Sand36KM lead |
| 414 | Stone/Stone Chips11KM lead |
| 415 | Pedestal of height 3.5 m for 2x1100 mm Pipe |
| 416 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I (Gangway to Forest land) |
| 417 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 418 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 419 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 420 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I 10mm (TMT coil Fe 500) (only valid for SAIL & TATA Steel) (1% of RCC Qty.) |
| 421 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 422 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 423 | Cement10KM lead |
| 424 | Steel 10KM lead |
| 425 | Sand36KM lead |
| 426 | Stone/Stone Chips11KM lead |
| 427 | Pedestal of height 1.5 m for 2x1100 mm Pipe |
| 428 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I (Gangway to Forest land) |
| 429 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 430 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 431 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 432 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I 10mm (TMT coil Fe 500) (only valid for SAIL & TATA Steel) (1% of RCC Qty.) |
| 433 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 434 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 435 | Cement10KM lead |
| 436 | Steel 10KM lead |
| 437 | Sand36KM lead |
| 438 | Stone/Stone Chips11KM lead |
| 439 | Pedestal of height 2.00 m for 2x1000 mm Pipe |
| 440 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I (Gangway to Forest land) |
| 441 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 442 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 443 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 444 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I 10mm (TMT coil Fe 500) (only valid for SAIL & TATA Steel) (1% of RCC Qty.) |
| 445 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 446 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 447 | Cement10KM lead |
| 448 | Steel 10KM lead |
| 449 | Sand36KM lead |
| 450 | Stone/Stone Chips11KM lead |
| 451 | Pedestal of height 2.5 m for 2x1000 mm Pipe |
| 452 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I (Gangway to Forest land) |
| 453 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 454 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 455 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 456 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I 10mm (TMT coil Fe 500) (only valid for SAIL & TATA Steel) (1% of RCC Qty.) |
| 457 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 458 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 459 | Cement10KM lead |
| 460 | Steel 10KM lead |
| 461 | Sand36KM lead |
| 462 | Stone/Stone Chips11KM lead |
| 463 | Pedestal of height 3.0 m For 2x1000 mm Pipe |
| 464 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I (Gangway to Forest land) |
| 465 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 466 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 467 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 468 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I 10mm (TMT coil Fe 500) (only valid for SAIL & TATA Steel) (1% of RCC Qty.) |
| 469 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 470 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 471 | Cement10KM lead |
| 472 | Steel 10KM lead |
| 473 | Sand36KM lead |
| 474 | Stone/Stone Chips11KM lead |
| 475 | Pedestal of height 1.5 m for 2x1000 mm Pipe |
| 476 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I (Gangway to Forest land) |
| 477 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 478 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 479 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 480 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I 10mm (TMT coil Fe 500) (only valid for SAIL & TATA Steel) (1% of RCC Qty.) |
| 481 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 482 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 483 | Cement10KM lead |
| 484 | Steel 10KM lead |
| 485 | Sand36KM lead |
| 486 | Stone/Stone Chips11KM lead |
| 487 | Pedestal of height 2.5 m for 2x1200 mm Pipe |
| 488 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I (Gangway to Forest land) |
| 489 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 490 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 491 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 492 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I 10mm (TMT coil Fe 500) (only valid for SAIL & TATA Steel) (1% of RCC Qty.) |
| 493 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 494 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 495 | Cement10KM lead |
| 496 | Steel 10KM lead |
| 497 | Sand36KM lead |
| 498 | Stone/Stone Chips11KM lead |
| 499 | Pedestal of height 3.0 m for 2x1100 mm Pipe |
| 500 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I (Gangway to Forest land) |
| 501 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 502 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 503 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 504 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I 10mm (TMT coil Fe 500) (only valid for SAIL & TATA Steel) (1% of RCC Qty.) |
| 505 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 506 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 507 | Cement10KM lead |
| 508 | Steel 10KM lead |
| 509 | Sand36KM lead |
| 510 | Stone/Stone Chips11KM lead |
| 511 | pedestal (3.00 m ht & 1200 mm dia) |
| 512 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I |
| 513 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 514 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 515 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 516 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I |
| 517 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 518 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 519 | Cement10KM lead |
| 520 | Steel 10KM lead |
| 521 | Sand36KM lead |
| 522 | Stone/Stone Chips11KM lead |
| 523 | pedestal (3.00 m ht & 1000 mm dia) |
| 524 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I |
| 525 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 526 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 527 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 528 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I |
| 529 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 530 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 531 | Cement10KM lead |
| 532 | Steel 10KM lead |
| 533 | Sand36KM lead |
| 534 | Stone/Stone Chips11KM lead |
| 535 | pedestal (3.00 m ht & 700 mm dia) |
| 536 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I |
| 537 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 538 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 539 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 540 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I |
| 541 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 542 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 543 | Cement10KM lead |
| 544 | Steel 10KM lead |
| 545 | Sand36KM lead |
| 546 | Stone/Stone Chips11KM lead |
| 547 | pedestal (3.00 m ht & 400 mm dia) |
| 548 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I |
| 549 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 550 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 551 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 552 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I |
| 553 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 554 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 555 | Cement10KM lead |
| 556 | Steel 10KM lead |
| 557 | Sand36KM lead |
| 558 | Stone/Stone Chips11KM lead |
| 559 | pedestal (3.00 m ht & 600 mm dia) |
| 560 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I |
| 561 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 562 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 563 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 564 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I |
| 565 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 566 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 567 | Cement10KM lead |
| 568 | Steel 10KM lead |
| 569 | Sand36KM lead |
| 570 | Stone/Stone Chips11KM lead |
| 571 | pedestal (3.00 m ht & 900 mm dia) |
| 572 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I . |
| 573 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 574 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 575 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 576 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I |
| 577 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 578 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 579 | Cement10KM lead |
| 580 | Steel 10KM lead |
| 581 | Sand36KM lead |
| 582 | Stone/Stone Chips11KM lead |
| 583 | pedestal (2.50 m ht & 1200 mm dia) |
| 584 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I |
| 585 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 586 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 587 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 588 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I |
| 589 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 590 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 591 | Cement10KM lead |
| 592 | Steel 10KM lead |
| 593 | Sand36KM lead |
| 594 | Stone/Stone Chips11KM lead |
| 595 | pedestal (2.50 m ht & 1000 mm dia) |
| 596 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I |
| 597 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 598 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 599 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 600 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I |
| 601 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 602 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 603 | Cement10KM lead |
| 604 | Steel 10KM lead |
| 605 | Sand36KM lead |
| 606 | Stone/Stone Chips11KM lead |
| 607 | pedestal (2.50 m ht & 400 mm dia) |
| 608 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I |
| 609 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 610 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 611 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 612 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I |
| 613 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 614 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 615 | Cement10KM lead |
| 616 | Steel 10KM lead |
| 617 | Sand36KM lead |
| 618 | Stone/Stone Chips11KM lead |
| 619 | pedestal (2.50 m ht & 900 mm dia) |
| 620 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I |
| 621 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 622 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 623 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 624 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I |
| 625 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 626 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 627 | Cement10KM lead |
| 628 | Steel 10KM lead |
| 629 | Sand36KM lead |
| 630 | Stone/Stone Chips11KM lead |
| 631 | pedestal (2.500 m ht & 600 mm dia) |
| 632 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I |
| 633 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 634 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 635 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 636 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I |
| 637 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 638 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 639 | Cement10KM lead |
| 640 | Steel 10KM lead |
| 641 | Sand36KM lead |
| 642 | Stone/Stone Chips11KM lead |
| 643 | pedestal (2.00 m ht & 1000 mm dia) |
| 644 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I |
| 645 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 646 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 647 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 648 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I |
| 649 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 650 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 651 | Cement10KM lead |
| 652 | Steel 10KM lead |
| 653 | Sand36KM lead |
| 654 | Stone/Stone Chips11KM lead |
| 655 | pedestal (2.00 m ht & 700 mm dia) |
| 656 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I |
| 657 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 658 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 659 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 660 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I |
| 661 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 662 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 663 | Cement10KM lead |
| 664 | Steel 10KM lead |
| 665 | Sand36KM lead |
| 666 | Stone/Stone Chips11KM lead |
| 667 | pedestal (2.00m ht & 900 mm dia) |
| 668 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I |
| 669 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 670 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 671 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 672 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I |
| 673 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 674 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 675 | Cement10KM lead |
| 676 | Steel 10KM lead |
| 677 | Sand36KM lead |
| 678 | Stone/Stone Chips11KM lead |
| 679 | pedestal (2.00 m ht & 600 mm dia) |
| 680 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I |
| 681 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 682 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 683 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 684 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I |
| 685 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 686 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 687 | Cement10KM lead |
| 688 | Steel 10KM lead |
| 689 | Sand36KM lead |
| 690 | Stone/Stone Chips11KM lead |
| 691 | pedestal (1.50 m ht & 1200 m dia) |
| 692 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I |
| 693 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 694 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 695 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 696 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I |
| 697 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 698 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 699 | Cement10KM lead |
| 700 | Steel 10KM lead |
| 701 | Sand36KM lead |
| 702 | Stone/Stone Chips11KM lead |
| 703 | pedestal (1.50 m ht & 1000 mm dia) |
| 704 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I |
| 705 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 706 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 707 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 708 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I |
| 709 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 710 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 711 | Cement10KM lead |
| 712 | Steel 10KM lead |
| 713 | Sand36KM lead |
| 714 | Stone/Stone Chips11KM lead |
| 715 | pedestal (1.50 m ht & 400 mm dia) |
| 716 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I |
| 717 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 718 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 719 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 720 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I |
| 721 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 722 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 723 | Cement10KM lead |
| 724 | Steel 10KM lead |
| 725 | Sand36KM lead |
| 726 | Stone/Stone Chips11KM lead |
| 727 | pedestal (1.50m ht & 900 mm dia) |
| 728 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I |
| 729 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 730 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 731 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 732 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I |
| 733 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 734 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 735 | Cement10KM lead |
| 736 | Steel 10KM lead |
| 737 | Sand36KM lead |
| 738 | Stone/Stone Chips11KM lead |
| 739 | pedestal (1.50 m ht & 600 mm dia) |
| 740 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I |
| 741 | E/w in Excavation Of foundation trenches of toe wall , spillway , head regulator ,intake well, outlet etc.as per designed section in ordinary rocks or soft rocks (where blasting is not needed) (vide - classification of spoil item - c) with disposal of soil (beyond 50M from the edge of the trenches)with initial lead of 150M and lift of 1.5M as per specification & direction of E/I. |
| 742 | Providing P.C.C. M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25 mm size)clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 743 | Providingand layingR.C.C. M-200 with nominal mix of (1:1.5:3)in foundation & Plinth with approved quality of stone chips 20mm to 6 mm size graded and clean course sand F.M.2.5 to 3 includingscreening, shuttering,mixing cement concrete in mixer and placing in position ,vibrating,striking,curing,taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.ominal mix 1:3:6) |
| 744 | Providing Tor reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification of direction of E/I |
| 745 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed ,fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and Lift of 1.5M all complete as per specifiction and direction of E/I. (taking (1/3)rd of E/W. |
| 746 | Carriage of materials from divisional store or kiln site or quarry site to work site including contractor"s profit, loading, unloading, transportation etc. all complete . |
| 747 | Cement10KM lead |
| 748 | Steel 10KM lead |
| 749 | Sand36KM lead |
| 750 | Stone/Stone Chips11KM lead |
| 751 | Scada System |
| 752 | Providing,Installing, commissioning of SCADA System SCADAat Central Location to communicate all the Nodes. PLC & SCADA Based Automation soultion at 15 locationwith Panel, Power supply and other Panel Accessories. RTU with 7” HMI andSCADA for 15 different locations with Panel and Other Panel Accessories. Energy Meter Modbus communication to PLC and Display it on HMI/SCADA at every Pump house location. IO’s mention below are basicIO’s on which we haveconsidered 20% spares in our offer at each location. PC & UPS at all the location in Customer scope. The PC specifications are as below 1. OS : Windows-7 or Windows-10, 2. RAM: 4 GB RAM minimum or above, (For Small Application 4 GB, in case more graphics is required please consider 8 GB) Hard disk: 500 HARD DISK, 4. Processor: intel® Core™ i3 or above with minimum 2 LAN ports 5. Other software: windows office-10 or above with Antivirus with 5 yrs subscription. Monitor: 24” Any standard make (1920X1080 pix. Resolution.) As per the detailed Technical Specification in the Technical Specification Section CENTRAL CONTROL ROOM:(1Nos) ProVue SCADA software Suite with unlimited tags license- 1nos. Ethernet Cables (20 meters) & Ethernet Switch for SCADA communication- 1 nos. GSM Modem for Communication- 1nos. VPN concentrator for Communication with RTU units -1 nos. PLC Systems at Various Nodes (15 Nos) |
| 753 | Operation & Maintenance for two years |
| 754 | O/M work with Labour component & Materials for 1st Year |
| 755 | As per SBD Section - 5 Clouse 9.10 |
| 756 | O/M work with Labour component & Materials for 2nd Year |
| 757 | As per SBD Section - 5 Clouse 9.10 |
| 758 | O/M work with Labour component & Materials for 3rd Year |
| 759 | As per SBD Section - 5 Clouse 9.10 |
| 760 | O/M work with Labour component & Materials for 4th Year |
| 761 | As per SBD Section - 5 Clouse 9.10 |
| 762 | O/M work with Labour component & Materials for 5th Year |
| 763 | As per SBD Section - 5 Clouse 9.10 |
| 764 | GST @ 12% |
| 765 | Labour Cess @ 1% |
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