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| 1 | A1 Building Work as per SOQ |
| 2 | A2 building works as per SOQ |
| 3 | A3 building works as per SOQ |
| 4 | A4 building works as per SOQ |
| 5 | B Development Works (CIVIL) as per SOQ |
| 6 | C DEVELOPMENT WORKS (Electrical & Mech) |
| 7 | D DEMOLITION & DISPOSAL OF DEBRIS |
| 8 | A1 Building Work as per SOQ |
| 9 | A1 building works as per SOQ |
| 10 | A2 building works as per SOQ |
| 11 | A2 building works as per SOQ |
| 12 | A3 building works as per SOQ |
| 13 | A3 building works as per SOQ |
| 14 | A4 building works as per SOQ |
| 15 | A4 building works as per SOQ |
| 16 | B Development Works (CIVIL) as per SOQ |
| 17 | B Development works(civil)as per SOQ |
| 18 | C DEVELOPMENT WORKS (Electrical & Mech) |
| 19 | C DEVELOPMENT WORKS (Electrical & Mechan |
| 20 | D DEMOLITION & DISPOSAL OF DEBRIS |
| 21 | c DEMOLITION & DISPOSAL OF DEBRIS SCHEDULE OF QUANTITIES S.No. Description of Items Quantity Unit Rate Amount Remarks Amount (Sub-Total of group) Group No (As per BOQ1) A Building Work |
| 22 | Planning, Designing, Construction, Testing and Commissioning of different buildings with appropriate new and emerging construction technology as opted by the agency in the Technical Bid document including site survey, Soil Investigation, planning and design of required services, preparation of preliminary Architectural and detailed Architectural working drawings, structural analysis and design, detailed Structural working drawings. All design drawing shall be vetted by IIT. Item includes planning & modelling in BIM LOD350, designing, fabrication and execution of all Civil services and E & M services as specified in scope of work in accordance with provisions contained in relevant BIS codes with up-to-date correction slips, NBC-2016 with up-to-date correction slips, CPWD Specification with up-to- date correction slips and guidelines as applicable for obtaining all statutory approvals, from local body and any other component necessary for completion and commissioning of services as per detailed specifications including making the facilities functional, obtaining fire clearance, lift clearence etc. from the competent authorities. Minimum Three star (3 star) GRIHA certification from competent authorities. Preparation and submission of “as built drawings” and handing over of the building all complete as per directions of Engineer-in-charge. The work shall be executed as per detailed specifications / scope of work mentioned in Technical Specifications to make buildings functional. |
| 23 | One no. Type-B, (56 DUs, Stilt + 07) - (Stilt payable separately) |
| 24 | Stilt Portion under One no. Type-B |
| 25 | Three no. -Type-C, (84 DUs, Stilt + 07) -(Stilt payable separately) |
| 26 | Stilt Portion under Three nos. Type-C 732428806.0 |
| 27 | Three no. -Type-D, (84 DUs, Stilt + 07) -Without Stilt |
| 28 | Stilt Portion under Three nos. -Type-D 681211944.0 |
| 29 | One no. -Bachelor Hostel (BH) (Family-48 suite; Stilt + 07) -(Stilt payable separately) |
| 30 | One no. -Bachelor Hostel (BH) (Non Executive-96 single; Stilt + 07) -(Stilt payable separately) |
| 31 | One no. -Bachelor Hostel(BH) (Executive-48 single; Stilt + 03) -(Stilt payable separately) |
| 32 | Stilt Portion under BH- Suite, BH-Non-Exec. & BH- Exec. 587425440.0 |
| 33 | Four nos. -GM Bunglow with Servant Quarter |
| 34 | One nos. - Trainee Hostel (G+7) |
| 35 | One nos. - CISF Barrack (G+3) |
| 36 | One no. - Police Barrack (G+1) |
| 37 | One no. -SHO residence (G+1) |
| 38 | One no. - School (G+2) |
| 39 | One no. - Guest House (G+3) |
| 40 | One no. - Auditorium (MP cum Dinning Hall) |
| 41 | One no. - Gate Complex |
| 42 | One no. Electric Switchgear cum Substation |
| 43 | Electric sub station |
| 44 | PUMP ROOM 790626826.0 Total ( A) 2791693016.0 2791693016.0 B Development Works (CIVIL) |
| 45 | Development of detailed Master Layout of Sector-III, Township, measuring approximately 30 acre. Master Layout should have plinth levels of buildings, formation level of roads, invert levels of manholes/ sewer lines/ drains etc. indicating all site development works like Roads, paths, pavements, parking areas, Signages, storm water drain and services duct layouts, External Sewer lines, External Water Distribution lines, Rain water Harvesting systems and pipelines Lay out, Recharge wells, UG sump, Retaining walls, chain link fencing, STP etc. Layout of running critical services in conformity with the concept master layout plan attached with the bid document. (Note: The Master plan Layout shall be developed considering all the level differences of existing Ground level with precise marking of natural Ground level and Post Construction level based on detailed precise site Survey to be conducted by the Agency. The depth of cutting or height of filling correct to 10 mm shall be indicated. |
| 46 | Supplying and filling with non-expansive Soil transported from borrow area arranged by the contractor at his own cost (including Royalty, excavation, loading, transportation with all lead and unloading of suitable material to filling site, loosening, laying and spreading in layers not exceeding 20 cm. in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, for all lead and all lift. The work shall be executed as per Technical specifications. |
| 47 | Planning and Construction of Cement Concrete Pavement (M30) with vacuum dewatered concrete as per approved drawings by preparation of preliminary and detailed working drawings, includes kerb stones, painting of kerb stones, providing construction, expansion/ contraction joints with sealing compound, road marking and road signages etc. all complete as per directions of Engineer-in-Charge. The work shall be executed as per detailed specifications / scope of work mentioned in Technical Specifications. In general, Pavement cross section shall be as follows:-a. Cutting, Filling with consolidation to maintain the levelb. Preparation of Subgradec. Laying WMM 200mm thick d. Providing DLC 100mm thicke. Providing M30 grade pavement 175mm thickf. Low Density Polyethylene Film, 0.125 mm thick as per IS: 2508. FOOT PATH |
| 48 | Planning and Construction of footpath as per approved drawings by preparation of preliminary and detailed working drawings, confirming to BIS and other applicable codes including kerb sones, painting of kerb stones and road signages etc.all complete as per directions of Engineer-in Charge. The work shall be executed as per detailed specifications / scope of work mentioned in Technical Specifications. In general, footpath cross section shall be as follows:-a. Cutting / filling if required & Consolidation b. Preparation of Subgradec. Laying WMM 200mm thick d. Providing & laying PCC 1:4:8 100mm thicke. Providing & laying 60mm thick M35 grade factory made paver block STORM WATER DRAIN |
| 49 | Planning, Supplying and Fixing factory made U-shape Precast RCC Storm water drain with Precast lid cover (self -compacting concrete of M-50 grade) as per approved drawings by preparation of preliminary and detailed working drawings, confirming to BIS and other applicable codes all complete as per directions of Engineer-in Charge.The drains shall be connected to the rainwater harvesting sump / pits if required. The work shall be executed as per detailed specifications / scope of work mentioned in Technical Specifications. a. 300mm x 300mm with precast lid cover 3500.0 metre 3968.99 13891465.0 rate analysis done, supply rate from Fuji silvertech taken b. 450mm x 450mm with precast lid cover 500.0 metre 6444.03 3222015.0 c. 600mm x 600mm with precast lid cover 1350.0 metre 9563.26 12910401.0 EXTERNAL SEWERAGE SYSTEM |
| 50 | Planning, Designing,Providing and laying of External Sewerage system as per approved drawings by preparation of preliminary and detailed working drawings, structural design confirming to BIS and other applicable codes consisting of different dia of Double wall Corrugated (DWC) HDPE pipe SN 8 pipe as per IS:16098 Part-2, including the construction of required number of Man holes of appropriate size and Depth, Inspection Chambers etc., to provide a self-cleansing conduit for the conveyance of soil waste waters and conveying of wastes efficiently to STP,without risk of nuisance and hazard to health. Gradients shall be sufficient to prevent any temporary accumulations building up and blocking the drains by incorporating stipulated specifications and integrating all services with External Developmental works etc.all complete as per directions of Engineer-in Charge. The work shall be executed as per detailed specifications / scope of work mentioned in Technical Specifications. |
| 51 | UNDERGROUND WATER TANKPlanning, Designing and Construction of RCC Under Ground Tank of required capacity as per approved drawings by preparation of preliminary and detailed working drawings, structural analysis and design, as per BIS and other applicable codes with internal separation for Domestic & Fire requirements, waterproofing etc. all complete as per directions of Engineer-in- Charge. The work shall be executed as per detailed specifications / scope of work mentioned in Technical Specifications. |
| 52 | ROOF TOP WATER TANKSPlanning, Designing and Construction of Roof Top / Terrace RCC water tank for all buildings, as per approved drawings by preparation of preliminary and detailed working drawings, structural analysis and design confirming to BIS and making connection with water supply pipe line including testing of pipeline for the internal performance without any sign of leakage, waterproofing etc. all complete as per directions of Engineer-in- Charge. The work shall be executed as per detailed specifications / scope of work mentioned in Technical Specifications. |
| 53 | RAIN WATER HARVESTING-Design, Engineering, Supply, Construction, Erection & necessary approvals works for Rain Water Harvesting system for complete facilities as mentioned in Scope of Work to achieve the desired parameters as per the technical specifications. NOTE: The work shall be executed strictly in accordance with detailed Technical specifications. |
| 54 | SERVICE TRENCHES-Planning, Providing and Fixing of factory made Precast Service trenches (size 600mm x 600mm) with cover (self -compacting concrete of M-50 grade) as per approved drawings by preparation of preliminary and detailed working drawings, as per BIS and other applicable codes etc. all complete as per directions of Engineer-in-Charge. The work shall be executed as per detailed specifications / scope of work mentioned in Technical Specifications |
| 55 | Providing and mixing integral crystalline admixture in RCC at the time of transporting of concrete into the drum of the ready-mix truck, using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer's specification in reinforced cement concrete at site of work.The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. |
| 56 | HORTICULTURE WORKSHorticulture operations including 300 mm earth filling, grassing, tree plantations / shurbs and potted plants etc. |
| 57 | Design, Engineering, Manufacturing, Supply, Construction, Erection,Testing & Commissioning works for BIO WASTE Gasification Plant & Operation and maintenance (Including chemicals, consumables etc.) for a period of 12 months, based on principle of container type anaerobic digester type biogas plant with capacity of 500 KPD, including all associated civil, electrical, mechanical works (including 100m gas evacuation piping & all its fitting for Bio Gas evacution) etc. to achieve the desired parameters as per the technical specifications. |
| 58 | Design, Preparation of drawing , Providing and Erecting 3.50 metre high barricading at site each panel made of suitable sized angle iron hollow MS tube posts/horizontal members/bracings covered with profiled precoated galvanized mild steel sheet (minimum thickness 0.35MM). The sheet shall be fixed with suitable backing flat/angle and bolting/welding/riveting. The panels shall be made so that gap of 100mm above the ground is available making overall height as 3.50Mtr. Suitable sized MS channel, minimum 1000mm long shall be provided at the bottom with bracing of suitable size. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing MS angle / channel lugs embedded in RCC/PCC blocks of siutable size at bottom of barricading.(Design, Drawing and Approval of Barricading details is in the scope of Vendor/Bidder , Approval of design and drawing shall be vetted by Government Engineeering college) The work shall be executed as per approved drawing prepared by vendor which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.(Note :- One time payment shall be made for providing barricading from start of work till completion of work including shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). |
| 59 | Car Parkings with Sheds & Paver blocks |
| 60 | Development of Sunday Market - Pathway |
| 61 | Development of Sunday Market - Platforms |
| 62 | Development of Sunday Market - Shed |
| 63 | Bounday Wall with MS GatesBoundary wall with 1500 mm high wall and 600 mm high MS grill including 2100 mm high.With brickwork structure with RCC column of size 300X300mm @ 3.00 metre centre to centre and RCC plinth beam of size 300X300mm at ground level and coping |
| 64 | Passing services line like sewerage, electrical, water supply etc from the existing road, through NP3 pipe TOTAL ( B ) 310740557.06 C DEVELOPMENT WORKS (Electrical & Mechanical) |
| 65 | DIESEL GENERATOR SETPlanning, Designing, Supplying, installation, testing and commissioning of Silent type DG Sets, AMF Panel, LT Cables from DG Sets to Essential Panel, Synchronizing Panel where required, DG Set enclosure room sound insulation/ ventilation/smoke exhaust as required, Earthing of DG Set system, control cabling, Fuel tank/piping, DG set Exhaust piping/ Exhaust Chimney as per CPCB norms, Civil works connected with DG Sets including Foundation as required. (Note: Capacity multiable no of DG Set 250 KVA /125 KVA as per required) All buildings of the campus including this tender and other buildings have to be fed from this DG SET only. Hence, complete campus essential electrical load planning + execution scope of work is covered under this item only. The work shall be executed as per detailed specifications/scope of work mentioned in NIT documents |
| 66 | STREET LIGHTING WITH LED-Planning, Designing, Supplying, installation, testing and commissioning of LED Street/ hybrid solar/ Compound /High mast/ Pathway/ Landscape Lighting/Bollard/Post Top/ Gate lights /flood light for the entire Campus. (Rate applicable on total plot area-ground floor area) etc. complete as required and as per direction of the Engineer-in- Charge. The work shall be executed as per detailed specifications/scope of work mentioned in NIT documents |
| 67 | SUBSTATION EQUIPMENTS:Planning, Designing, Supplying, installation, testing and commissioning of 11KV HT underground cabling to the distrubition substations on ring main system, inter connections, 11kV/0.433 kV substation equipment, comprising HT Panel /RMU, oil type Transformers, HT cable, LT cables from Transformer to LT Panel, required inter connections, LT Panel, Automatic Power factor correction panel, Active Harmonic Filters, TVSS (Transient Voltage suppression system), SPD (Surge protection system), Essential panel, Feeder pillars , Earthing,substation safety equipment, including LT cabling from sub station to the buildings fed by the sub station. [4 x 1000 KVA transfromer ] All buildings of the campus included in this tender and other buildings have to be fed from this Substation only. Hence, complete campus electrical load and transformer KVA load planning + execution scope of work is covered under this item only. The work shall be executed as per detailed specifications/scope of work mentioned in NIT documents.. |
| 68 | HVAC SYSTEMPlanning, designing, drawing, Preperation of Inventory, BOQ, supply, installation, testing and commissioning of a) VRV/ VRF AC SYSTEM including indoor/ outdoor units, piping, electrical power distribution, wiring, electrical panel, treated fresh air system as required etc. complete with of all components and equipment for Guest House buildingandb) Air cooled condensing units (D-X type) mainly comprising scroll compressor, drive unit, condenser, VFD Driven AHUs, interconnected refrigerant piping, VAV Boxes, controls, instruments, base frame, etc.for Multipurpose Hall buildingandc) Split type A/C (Inverter based) with Hi wall type IDU ( BEE 5 STAR rating -LATEST) for Hostel & School Buildings The above systems shall be installed in the envisaged buildings as per the scope and specifications given in Part-A & Part-B, all complete to make it functional for its intended purpose and as per direction of Engineer-in-charge. |
| 69 | FILTERED DOMESTIC WATER SUPPLY :The Water supply system shall include 3 parts as follows:a) Input water pipeline from terminal point (as indicated in Master Plan) to UGT Sump for townshipb) Input water from existing township Water Treatment Plant (WTP) (as indicated in Master Plan) to UGT Sump for Townshipc) Water supply and distribution network from UGT to individual buildings through Hydropneumatic water supply system, with Smart water meter system in each building. The item includes Planning, Designing, Providing and laying of Filtered water supply pumping system comprising of Hydropneumatic water supply system consisting of 3 nos pumps (2W+1S), microprocessor based control panel and VFD complete as required, water distribution network as per approved drawings by preparation of preliminary and detailed working drawings, hydraulic calculations and design, as per BIS and other applicable codes consisting of different dia G.I. Pipes, Main, Branch and Distribution lines including all necessary fittings, fixtures /specials such as Tees, Bends, collars, Unions, tappers, caps, Solenoid valves, Sluice Valves, Gate Valves, non-return valves, air-relief valves, thrust blocks controlling valves, Ferrule Joints, Inspection Chambers, level switches etc., by incorporating stipulated specifications, all complete as per directions of Engineer-in Charge. The work shall be executed as per detailed specifications/scope of work mentioned in Part-A & B |
| 70 | TREATED WATER SUPPLY :Planning, Designing, Providing and laying of treated water supply pumping system comprising of pumps (1W+1S), distribution for flushing in residential buildings and horticulture distribution network as per approved drawings by preparation of preliminary and detailed working drawings, hydraulic calculations and design, as per BIS and other applicable codes consisting of different dia G.I. and UPVC Pipes, Main, Branch and Distribution lines including all necessary fittings, fixtures /specials such as Tees, Bends, collars, Unions, tappers, caps, Sluice Valves, Gate Valves, non-return valves, air-relief valves, thrust blocks controlling valves, Ferrule Joints, Inspection Chambers, level switches etc., by incorporating stipulated specifications, all complete as per directions of Engineer-in Charge. The work shall be executed as per detailed specifications/scope of work mentioned in Part-A & B |
| 71 | SEWAGE TREATMENT PLANTS- Design, Engineering, Supply, Construction, Erection, Testing & Commissioning works for Sewage Treatment Plant (STP) for domestic effluent based on \\"Moving Bed Biofilm Reactor\\" (MBBR) process to treat an average flow of 250 Cum per day (250 KLD) including all Civil, Electrical, Mechanical works for STP, to achieve the desired effluent parameters as per the technical specifications. Annual Maintenance charges of Twelve (12) months including all materials, consumables etc. as detailed in Technical specifications’ for Sewage Treatment Plant. The work shall be executed strictly in accordance with detailed specification given in \\"Technical Specifications\\" for STP. |
| 72 | Obtaining GRIHA certification(Minimum 3 star GRIHA rating) for this package. (Registration fees for GRIHA certification to be reimbursed separately on submission of documentary evidence.) Total (C) 123746684.27 (D) DEMOLITION & DISPOSAL OF DEBRIS |
| 73 | SITE CLEARANCE BY DEMOLITION OF SECTOR-III BUILDINGS AND DISPOSAL OF DEBRIS- Dismantling/demolition of existing buildings / structures (Superstructure & Substructure included) situated at sector-III of NTPC Singrauli township along with the compound walls. Item includes taking out and disposal of all type of demolished materials beyond the demolishing site by mechanical transport including scaffolding, loading, unloading, transportation and everything else necessary for proper execution and successful completion of the work as per best industry practice with all manpower, equipments, machine, tools & tackles. The rate quoted should be inclusive of all leads & lifts etc, all complete as per instruction of EIC. The building rubbish will be disposed away from Singrauli township boundary with all safety precautions, so that there shall not be any inconvenience in public life & normal traffic movement. Disposal of the debris & other unserviceable materials outside plant boundary as per the statutory norms/rules and regulations is included in the cost. The arrangement of disposal area outside township boundary is in the scope of agency.The contractor shall take away all the debris of the demolished structures like bricks, doors, reinforcement bars, electrical items, MS items etc. generated from the dismantling/demolition works.The BOQ shall be read in conjunction with Scope of work, technical specifications and Special terms and conditions Total (D) 6341000.0 Please Enable Macros to View BoQ information |
