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| 1 | SCHEDULE \"A\" PART-I-BUILDINGS & STRUCTURES INCLUDING INTERNAL & EXTERNAL SERVICES AS DEFINED IN ANNEXURE I TO XIV (EPC) AND AS MENTIONED BELOW: |
| 2 | (a) Construction of Married Accn for Lt Cdr and above (G+32) total for 120 Dus including Multi-level parking for Cars & Two Wheelers, Servant Quarters, Internal services with permanent specification all as specified.(b) Construction of Sub Station Bldg (Single storey) including internal services with permanent specification all as specified.(c) Construction of Pump House Building (Single storey) for Fire Fighting cum fresh water including internal services with permanent specification all as specified.(d) Composite Sump for fresh water and fire fighting.(e) Terrace Tanks for fresh water (domestic purpose), fire fighting and grey water. |
| 3 | SCHEDULE \"A\" PART-II (EXCAVATION AND EARTHWORK)Total of Sch-\"A\" Part-II B/F |
| 4 | SCHEDULE \"A\" PART-III (TREATED WATER SUPPLY)Total of Sch-\"A\" Part-III B/F |
| 5 | SCHEDULE \"A\" PART-IV (ROAD AND HARDSTANDING)Total of Sch-\"A\" Part-IV B/F |
| 6 | SCHEDULE \"A\" PART-V(EXTERNAL WATER SUPPLY)Total of Sch-\"A\" Part-V B/F |
| 7 | SCHEDULE \"A\" PART-VI (EXTERNAL ELECTRIC SUPPLY) Total of Sch-\"A\" Part-VI B/F |
| 8 | SCHEDULE \"A\" PART-VII (SEWAGE DISPOSAL)Total of Sch-\"A\" Part-VII B/F |
| 9 | SCHEDULE \"A\" PART-VIII (AREA DRAINAGE)Total of Sch-\"A\" Part-VIII B/F |
| 10 | SCHEDULE \"A\" PART-IX (COMPOUND WALL AND GATE)Total of Sch-\"A\" Part-IX B/F |
| 11 | SCHEDULE \"A\" PART-X (RAIN WATER HARVESTING)Total of Sch-\"A\" Part-X B/F |
| 12 | SCHEDULE \"A\" PART-XI (ARBORICULTURE)Total of Sch-\"A\" Part-XI B/F |
| 13 | SCHEDULE \"A\" PART -XII (MISCELLANEOUS ITEMS) |
| 14 | Removing excavated material (any type) and depositing it outside Ministry of Defence Land.Note:(i) Before quoting the tender, the bidders are advised to ascertain the distance outside MD and, at which the excavated material/ debris are to be disposed off. No extra claim what-so-ever shall be entertained on this account.(ii) This item shall be considered as per the requirement at site.(iii) All excavation earthwork covered under Sch\"A\" Part III to Part IX shall be measured and paid under this item. |
| 15 | Supply and laying Ductile Iron pipes 100mm dia centrifugally cast (spun), Class K9, with spigot and socket endsRubber gasket joint (Tyton joint) suitable for DI pipe 100mm dia conforming to IS 8329/2000 in any length suitable for push-on joints , laid in trenches over a sand bed of 100mm thick complete all as specified and as directed. |
| 16 | Supply and fixing DI fittings such as bends (any type, radius and angle) tapers any type, (straight, bend, increasing, decreasing or double socket etc.) Tee pieces single branch. \"Y\" junction, double branch, cross (all sockets or socket and spigot) collars, caps and plugs suitable upto 100mm dia, class K-9 complete all as specified and directed |
| 17 | Cutting in position existing cast iron main pipe line of size 100 mm dia, insertion of CI tee 100 x 100 x 100 mm bore for tapping out for main water supply connection including connected fittings i.e. CI Tee, collar, tail piece, run lead joints and necessary excavation, refilling and disposal of surplus material complete as directed. |
| 18 | Supply, Installation Testing & Commissioning of Motor Actuated Butterfly Valve of 100 mm dia consisting of Quarter turn single phase Actuator and Wafer type butterfly valve with appropriate bracket/mounting arrangement including two nos. limit switches for open and closed condition and splash proof enclosure. Specifications & Features Input Voltage: 230 V, A.C. Designed line pressure: 10 kg/sq cm. Operating Angle: 90 degrees Disc Material: CI with nylon coating Limit Switches : 02 Nos.For open and close status Mounting : Direct Note:Installing control cable upto existing PLC panel. |
| 19 | Construction of brick masonary valve chamber in repair of size 1.2 mx1.2mx 1.0 mtr (internal diamension) 15 cm thick foundation using PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) over 15 cm thick hardcore, 23 cm thick brick wall bults in cement and sand mortar 1:4, 15 cm thick internal and external plaster including top floor in cement and sand mortar 1:3, finished even and smooth, without using extra cement, 10 mm thick mild steel platecover on 50 mm x 50 mm x 6 mm MS angle iron frame embeded in PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) coping having rectangular hinged opening of size with locking arrangement & handle made out of 25 cmdia MS round bar, hold fast etc, applying one coats of red oxide primer and two coats of synthetic enemelledpaint to all steel surfaces and earth work in any type of soil including disposal of surplus soil to a distance not ex 50 mtr complete. |
| 20 | Supply and laying Ductile Iron pipes 200mm dia centrifugally cast (spun), Class K9, with spigot and socket endsRubber gasket joint (Tyton joint) suitable for DI pipe 200mm dia conforming to IS 8329/2000 in any length suitable for push-on joints , laid in trenches complete all as specified and as directed. |
| 21 | Supply and fixing DI fittings such as bends (any type, radius and angle) tapers any type, (straight, bend, increasing, decreasing or double socket etc.) Tee pieces single branch. \"Y\" junction, double branch, cross (all sockets or socket and spigot) collars, caps and plugs suitable upto 200mm dia, class K-9 complete all as specified and directed. |
| 22 | Supply, Installation Testing & Commissioning of Motor Actuated Butterfly Valve of 200 mm dia consisting of Quarter turn single phase Actuator and Wafer type butterfly valve with appropriate bracket/mounting arrangement including two nos. limit switches for open and closed condition and splash proof enclosure. Specifications & Features Input Voltage: 230 V, A.C. Designed line pressure: 10 kg/sq cm. Operating Angle: 90 degrees Disc Material: CI with nylon coating Limit Switches : 02 Nos.For open and close status Mounting :DirectNote:Installing control cable upto existing PLC panel. |
| 23 | Cutting in position existing cast iron main pipe line of size 300 mm dia, insertion of CI tee 300 x 300 x 200 mm bore for tapping out for main water supply connection including connected fittings i.e. CI Tee, collar, tail piece, run lead joints and necessary excavation, refilling and disposal of surplus material complete as directed. |
| 24 | Construction of brick masonary valve chamber in repair of size 0.9mx0.9mx 1.0 mtr (internal diamension) 15 cm thick foundation using PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) over 15 cm thick hardcore, 23 cm thick brick wall bults in cement and sand mortar 1:4, 15 cm thick internal and external plaster including top floor in cement and sand mortar 1:3, finished even and smooth, without using extra cement, 10 mm thick mild steel platecover on 50 mm x 50 mm x 6 mm MS angle iron frame embeded in PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) coping having rectangular hinged opening of size with locking arrangement & handle made out of 25 cmdia MS round bar, hold fast etc, applying one coats of red oxide primer and two coats of synthetic enemelledpaint to all steel surfaces and earth work in any type of soil including disposal of surplus soil to a distance not ex 50 mtr complete. |
| 25 | M&L for Cable path indicator made out of 3mm thick MS sheet of size 30x20 cm fixed on 40x40x5 mm 75mm long angle iron including letters writing (HT Cable 11000 V) and PCC complete all as specified and directed by Engineer-in-Charge. |
| 26 | Supply, Install, testing and commissioning of outdoor type 11KV Ring Main Unit, 16KA for 1 Second, SF6 insulated 3 way both side extensible type motorised with One number Load Break Switch 630 Amps as Incomer + Two Nos VCB 630 Amps as Outgoing complete including all items and accessories of foundation, cable termination kit etc. |
| 27 | Each Load Break Switch (LBS) Feeder comprise of following:-11KV, 16KA for 3 Sec Motorised LBS with built-in earth switchMechanical position Indicator (ON/OFF/INDICATOR)Live cable indicationCable termination bushing suitable for 3 core 11KV HT cable upto 300 SqmmVacuum Circuit Breaker (VCB) Feeder comprise of following:-11KV, 16KA for 1 Sec Motorised VCBMechanical position Indicator (ON/OFF/INDICATOR)Live cable indicationCable termination bushing suitable for 3 core 11KV HT cable upto 300 SqmmCT with ratio 50/1A, 2.5VA, CL-5P10 for protectionSelf-powered 3O/C+1 E/F RelayCommon Items & AccessoriesManometer with Green & Red zone for indicating pressure of gas inside the tankBattery chargerFault passage indicatorsOperating handle (supplied loose with RMU)NOTES: [i] The bidder shall furnish dimensional drawings of the RMU indicating all the fittings, dimensional tolerances, typical GADs with details of insulation at each point and core construction, etc. for approval of the accepting officer.[ii] The bidder shall intimate the accepting officer for the routine tests in accordance with IEC in the OEM factory in presence of a representative nominated by the accepting officer before dispatch. (iii) PCC foundation as per manufacturer instructions.(iv) Any accessories required to be installed and not covered in schedule are to be provided by contractor without extra cost. |
| 28 | S & F HDPE DWC(Double wall corrugated) pipes confirming to IS 16098, of 200 mm internal dia pressure rating SN-8 fixed with rubber seal and coupler required with and including suitable bends 90/60/45 degree etc single Y junction complete as required fixed as per manufacturer instruction laid in trenches for sewage lines all as specified and directed. Note ;- Rates included for pipe bends any size and type jn coupler adaptor required and net total length of pipe with fittings shall be measured for payment please. |
| 29 | Supply only suitable soil for lawn/bed/hedge etc as specified and directed |
| 30 | M& L for brick edging along ourter faces of mehendi hedge and flower bed complete all as specified and directed |
| 31 | Supply only manure ( Cow dung) for bed/lawn/hedge etc all as specified and directed |
| 32 | Development of the area by planting of mexicon grass with dibbling method by keeping the spacing of 30 centimeter between the tufts of grass including trenching the ground, watering rolling, moving (if required) and de-weeding complete all as specified and directed till the grass form a thick carpet free from weeds including the cost of labour, tools and tackles complete. |
| 33 | Supply and plantation of flowering bed with minimum 30cm spacing between the plants (with tantena plant) including preparation of flower beds by doing all horticultural activities like trenching , watering , de-weeding etc, including the cost of labours, tools and tackles complete for a period till flower plants become live properly and flower bed takes proper form complete in all respect all as specified. |
| 34 | All as per item No 31 above but for flowering hence with minimum 3 plants per sqm feet ( feet tantena plant) 30cm wide along the inner face of mehendi hedging |
| 35 | Development and plantation of hedge ( with mehendi plant)30cm wide and 30cm high in two rows minimum 12 sticks per meter in a row including preparation of hedge beds by doing all horticultural activities, like trenching, watering, de-weeding etc, including the cost labours, tools and tackles complete for a period till hedges plants become live properly and hedge take proper form complete all as specified and directed. |
| 36 | Supply and planting of below mentioned trees in 0.25-0.30 m poly bags with height 0.90-1.20 m including holes 1.20 m dia x 1.20 m deep in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio 2:1 (2 parts of stacked volume of earth reduction of 20 % with 1 part of stacked volume of sludge or manure after reduction by 8 % , flooding with water and removal of soil: |
| 37 | Kinnow |
| 38 | Jamun |
| 39 | Guava |
| 40 | Casoraina |
| 41 | Palm |
| 42 | Amaltas |
| 43 | Neem |
| 44 | Gulmohar |
| 45 | Kesia |
| 46 | Kamuj |
| 47 | Seesham |
| 48 | Ashok |
| 49 | Supply and planting of hedge shrubbery as directed by Engineer- in-charge including creation of beds by excavating 60 cm deep and 60 cm wide trenching the excavated base to a further depth of 30 cm re-filling the excavated earth after breaking clods and mixing with sludge or manure in the ratio 1:8 (8 parts of stacked volume of earth after reducing 20%with 1 part of stacked volume of sludge or manure after reduction by 8 %, flooding with water ,filling with earth if necessary, watering and finally fine dressing ,levelling etc. including stacking and disposal of material declared unserviciable and surplus earth by spreading and levelling as directed within a lead of 50 m and lift upto 1.0 m complete. |
| 50 | S & F white marble fountain of Size 6\" height and 6\" outer diameter. This job shall contain with kirloskar submersible pumps jets water supply connections electrificatons fitting brickwork tile work around the fountain and required accessories all as specified and directed. |
| 51 | FURNITURE |
| 52 | Supply only Almirah Large Steel, as per drawing No. FD/E6/MAP/18, complete all as specified and directed. |
| 53 | Supply only Almirah Steel Medium with Shelves, as per drawing No. FD-1032, complete all as specified and directed. |
| 54 | Supply only Hard Bed, as per drawing No. FD/E6/MAP/08(R), complete all as specified and directed. |
| 55 | Supply only Table Bed Side, as per drawing No. FD/E6/MAP/15(R) complete all as specified and directed. |
| 56 | Supply only Teapoy Verandah, as per drawing No. FD/E6/MAP/17, complete all as specified and directed. |
| 57 | Supply only Bath Mat PVC, as per drawing No. FD/E6/MAP/07, complete all as specified and directed. |
| 58 | Supply only Receptacle PVC, as per drawing No. FD/E6/MAP/13, complete all as specified and directed. |
| 59 | Supply only Ladder Aluminium 8’ Long, as per drawing No. FD-1025, complete all as specified and directed. |
| 60 | Supply only Shoe Rack Steel, as per drawing No. FD/E6/MAP/02(R) complete all as specified and directed. |
| 61 | Supply only Chair Verandah, as per drawing No. FD/MAP-II/06, complete all as specified and directed. |
| 62 | Supply only Chair Computer, as per drawing No. FD/E6/MAP/01, complete all as specified and directed. |
| 63 | Supply only Charpoy Folding IP with hard top, as per drawing No. FD-388(R), complete all as specified and directed. |
| 64 | Supply only Charpoy IP Hard top, as per drawing No. FD/MAP-II/01, complete all as specified and directed. |
| 65 | Supply only Table Computer, as per drawing No. FD/E6/MAP/03 complete all as specified and directed. |
| 66 | Supply only Chair Writing (Offrs), as per drawing No. FD/E6/MAP/12, complete all as specified and directed. |
| 67 | Supply only Bin Soiled Lenin Large, as per drawing No. FD/E6/MAP/09, complete all as specified and directed. |
| 68 | Supply only Dressing Mirror, as per drawing No. FD/E6/MAP/16, complete all as specified and directed. |
| 69 | Supply only Chair Dining (Offrs), as per drawing No. FD/MAP-II/04, complete all as specified and directed. |
| 70 | Supply only Hat Stand with Mirror, as per drawing No. FD-283 complete all as specified and directed. |
| 71 | Supply only Sofa 5 Seater Cushioned, as per drawing No. FD/MAP-II/02, complete all as specified and directed. |
| 72 | MANNING & OPERATION OF LIFTS FOR 60 MONTHS POST COMPLETION OF WORK (REFER ANNEXURE-XV) |
| 73 | Manning & Operation of fully automatic electrically operated passenger ift of any make, type and 16 passenger - 05 Nos, total 33 floors, speed 3m/sec, lift installed in the subject project as per Annexure-IV and DG set provided under Annexure-VIII for supply and fix given above by placing 03 x lift operator in 3 shifts of 8 hrs including Sunday and holiday (0600 hrs to 1400 hrs, 1400 hrs to 2200 hrs and 2200 hrs to 0600 hrs) including taking care of all lifts from any pilferage or damage etc including opartional DG set during & after the defects liability period of the project as under:- |
| 74 | 11 months after completion of work |
| 75 | 11 months after completion of BOQ Sl item No 38.02 here-in-before |
| 76 | 11 months after completion of BOQ Sl item No 38.03 here-in-before |
| 77 | 11 months after completion of BOQ Sl item No 38.04 here-in-before |
| 78 | 11 months after completion of BOQ Sl item No 38.05 here-in-before |
| 79 | 05 months after completion of BOQ Sl item No 38.06 here-in-before |
| 80 | Note: (a) The contractor shall employ lift operators with a minimum qualification of SSC pass (10th standard) from a Government-recognized institute/college. The operators must have adequate knowledge and a minimum of two (2) years of experience in lift operation. They shall be responsible for keeping the lift clean on a regular basis, all as directed.A total of five (05) operators are required per day. (b) The contractor shall pay wages to the employees through e-payment (Aadhaar-linked bank account). The credited amount to their bank accounts shall not be less than the minimum wages prescribed. The GE (Principal Employer) shall ensure that wages paid to the employees are not less than the rates fixed by the State Government or Central Government, whichever is higher. A monthly e-banking statement shall be furnished by the contractor to the GE (Principal Employer) and kept on record duly defaced.(c) It shall be the responsibility of the contractor to deposit the Employees Provident Fund (EPF) with the concerned authority as per prevailing rules. Proof of such deposits shall be submitted to the GE (Principal Employer) for verification and record. The quoted rates shall be deemed to include compliance with these provisions. In case the contractor fails to produce proof of EPF deposit, the same shall be recovered from his dues.(d) The contractor shall maintain all necessary registers as required under various Labour Law Rules, 2017. These registers shall be produced to the GE (Principal Employer) and to any officer deputed by the Central Labour Department for inspection.(e) In case of any abnormal noise or complaint, the lift shall be immediately switched off and the issue shall be reported to the Engineer-in-Charge.(f) The contractor shall not employ the same tradesmen continuously for more than eleven (11) months during the contract period.(g) The contractor shall provide two (02) sets of uniforms, one (01) pair of black shoes, and one (01) nameplate (to be worn on the chest) to each operator. The design of the uniform shall be approved. In case of failure, a penalty of ₹2,000/- per uniform shall be levied and recovered from the contractor\"s dues.(h) In case of failure due to absence of operating staff, the contractor shall be liable to pay compensation at twice the cost of a day\"s Manning & Operation, derived on a pro-rata basis from Sch ‘A’ quoted rates.(i) The contractor shall provide a board at a proper location near each building wing, clearly displaying the name of operators, name of the supervisor, and their mobile numbers (shift-wise).(j) The works covered under Schedule \"A\" shall be ordered on the contractor by the respective Garrison Engineer on a yearly basis. |
| 81 | ANNUAL COMPREHENSIVE MAINTENANCE OF LIFTS (REFER ANNEXURE-XVI) |
| 82 | Comprehensive Maintenance of lifts including carrying out daily check and periodical services of fully automatic electrical lift with power operated door, with repair/maintenance of unserviceable damaged parts such as bearings, bushes, all type of guide shoes, headers, hangers, door ropes, door cards,car door sills, landing door sills, door locks, control cards, and its contacts, hall push buttons and its spares, connector/liks, welding of crack/broken and MS parts, Landing operating Panel of any size and capacity, repairs /maint of u/s damaged door safety edge and sensor mechanical safety lock, magnetic lock or contact, car position indicator, and all connected accessories, necessary wiring of hall push button assembly, repair/maintenance of broken COP/LOP buttons and display, including cover,\" Fire alarm, Firemen button glass, Intercom, alarm/hooters, Maintenance of damaged hand rail, Shaft, light/switches, complete wvith iluminated push button and direction indicator with LED display with LPT/LPC card of stainless steel inclusive of harness wiring for laminating of push button of each floors and cutting wall making good disturbed surface with masonry work to make with existing surface & cable as per requirement for safe operation of lifts , iing of loose ralil bracket with necessary masonry work , cabin, minor repair of cabin light and minor repair of cabin fan, ensure safe and smooth functioning of lift and complete maint of car top, binding of loose wire at control panel and rust painting at car top and door and allied parts with testing, two coats of Painting of Gear motor, Traction motor and ll mechanical parts which required painting all MS channels and Control panels using spray gun complete, dewatering of lift wells in case of any emergency arise complete for 5 Nos. Lifts of 16 Passenger capacity (G+32 Floors) through out 12 months on all days including holidays for period of 03 years after expiry of defects liability period as shown below and all as specified and directed by GE. |
| 83 | One year after expiry of defect liability period |
| 84 | One year after completion of BOQ Sl item No 39.02 here-in-before |
| 85 | One year after completion of BOQ Sl item No 39.03 here-in-before |
| 86 | Note: (i) Rates quoted under Sch A shall be for both materials and labour complete unless mentioned otherwise.(ii) After the expiry of the Defects Liability Period of 24 months from the certified date of completion of work, the Government reserves the right to instruct the contractor to carry out Comprehensive Maintenance Services of the lift (provided by him under Schedule \"A\") in accordance with the terms and conditions detailed in Schedule \"A\" and the enclosed specifications.In the event the Government exercises the above right, the Comprehensive Maintenance Service Contract (CMSC) shall be for a period of three (03) years starting from the date of expiry of the Defects Liability Period.(iii) The contractor shall enter into a Memorandum of Understanding (MoU) with the Original Equipment Manufacturer (OEM) for provision of the lift and its post-warranty/post-Defects Liability Period maintenance. This MoU shall be submitted at least six (06) months prior to the issue of the Completion Certificate of the main contract.(iv) The rates quoted under this Schedule \"A\" shall be deemed to include all materials and labour required for comprehensive maintenance, including all repairs and replacements.(v) This contract shall be operative for a period of three (03) years after the expiry of the Defects Liability Period, solely for the purpose of comprehensive maintenance of the lift.(vi) A qualified mechanic shall be available at the Lift Complaint Cell at all times to ensure the safe and smooth functioning of the lift.(vii) Rewinding of the motor, if required, shall be carried out by the contractor at no additional cost to the department.(viii) The detailed duty mechanic of the firm shall report daily to the Junior Engineer (JE) concerned at the Lift Complaint Cell, Navy Nagar, including on Sundays and holidays.(ix) In case the contractor fails to carry out minor repairs or replacements to keep the lift in running condition within 4 hours, the following penalty charges shall be applicable:Up to 12 hours – ₹500/-Above 12 hours and up to 24 hours – ₹800/-Above 24 hours – ₹1500/- per dayThe decision of the Garrison Engineer (GE) regarding whether a repair is minor or major shall be final, conclusive, and binding. |
| 87 | M&L for cutting black top road width of 1m including WBM and SOLING complete for laying UG Sewage pipe line and making good the surface as per existing specifications complete all as specified and directed.Note: Additional earthwork beyond road thickness (including Black top, WBM and Soling etc.) shall be measured and paid agaist respective items of Sch A Part-II (Excavation and earth work) |
| 88 | Supply, Installation , Testing and commisioning of precast U shaped drain with perforated hole lid of Fuji Silvertech (T-25) make or equivalent capable of carrying wheel load of 5 tonne forvehicle movement and road crossing comply with IS 16098(Part II : 2013 )including excavation , preparing bed by watering and ramming , laying 100 mm thick 1:3:6 PCC bed , laying cement mortar,fixing theU drain and jointing the drain using cement moratar 1:3 , Curing , backfilling and cleaning etc. complete all as manufacturers specifications and instructions.The inside dimension W x H drain is 600 mm x 600 mm.Note : The drain shall be of M40 grade concrete including reinforcement FE-500D grade or HD wire of IS 342 part II & OPC 53 grade cement .The surafce finish shall be of smooth finish. The drain shall have grooves for jointing the edges. Arrangement for inbuilt insert , sleeves at appropriate location for fixing , lifting including mechanical means loading , transportation at site including all leads , lifts etc.The rate quoted shall be inclusive of all of above. |
