Miscellaneous Civil Works from Saket-G to Sangam Vihar for timely construction of various interface activities to assist ROD timelines.

DSR 2023 Items for Civil Work

Schedule-B NDSR Items - Civil Works

Schedule-B NDSR Items - Structure Steel Works

DSR 2025-Horticulture Work

DSR 2025-Electrical Work

BILL OF QUANTITIES

PREAMBLE

The Bill of Quantities shall be read in conjunction with Instructions to Tenderers, Form of Tender, General and Special Conditions of Contract. Notice Inviting Tender, Technical Specifications, Employer’s Requirements including Appendices, Conditions of Contract on Safety & Health and Environment, Tender Drawings and Geotechnical Investigation Reports.

Contractor before quoting the rate shall carefully read Key Dates as mentioned in Employer's Requirement -Appendix - 2B.

Schedule ‘A ’ consists of DSR (Civil) 2023 items , The tenderer has to quote percentage above/below/at par rates against Schedule A. The payment against this head will be made on the basis of quantities executed, measured and certified and as per the direction of the Engineer-in-charge. In case of any discrepancy in the description of items, the description as mentioned in the DSR published by CPWD shall prevail. All DSR items should be read in conjuction with latest CPWD specifications.

Schedule B1 & B2 consists of Non-Scheduled Items for civil work. The tenderer has to quote percentage above/below/At par against Schedule-B1 & B2. The payment against this head will be made on the basis of quantities executed, measured and certified and as per the direction of the Engineer-in-charge.

Schedule ‘C ’ DSR 2025 - Horticulture & Landscaping items. The tenderer has to quote percentage above/below/at par rates against Schedule C. The payment against this head will be made on the basis of quantities executed, measured and certified and as per the direction of the Engineer-in-charge. In case of any discrepancy in the description of items, the description as mentioned in the DSR published by CPWD shall prevail. All DSR items should be read in conjuction with latest CPWD specifications.

Schedule ‘D ’ consists of DSR (E&M) 2025 items. The tenderer has to quote percentage above/below/at par rates against Schedule E. The payment against this head will be made on the basis of quantities executed, measured and certified and as per the direction of the Engineer-in-charge. In case of any discrepancy in the description of items, the description as mentioned in the DSR published by CPWD shall prevail. All DSR items should be read in conjunction with the latest CPWD specification.

The rates and prices to be tendered in the Bill of Quantities of Schedule ‘A’, Schedule ‘B’, Schedule ‘C’, Schedule ‘D’ are for completed works and finished items and complete in all respects & to be carried out as per the description of items and relevant specifications.

The rates and prices are for miscellaneous civil work and complete in all respect.It will be deemed to include cost of all plants, labour, supervision, materials, scaffolding for masonry work & any work etc., G.I. binding wire, all lead & lifts, carriage, transport, all temporary works, erection, maintenance, utility identification, survey, all other works mentioned in all Employer’s Requirements including appendices, Conditions of Contract on Safety & Health and Environment, contractor’s profit and establishment/overheads, together with preparation of design and drawings, all general risks, insurance liabilities, compliance of labour laws and obligations set out or implied in the contract. For taxes and duties, refer clause 11.1.1 of General Condition of Contract (Dec 2025) and C2.6 of ITT.

If the tenderer fails to quote rates against any item, the tender will be treated as incomplete and non-responsive and shall be rejected.

All the unit rates and amounts should be filled in figures only. In case of any discrepancy between amount quoted in figures and in words, the amount in figures shall be treated as sacrosanct.

The Financial Package (Pricing Document) must be uploaded by the same person who is authorized as per the submitted Power of Attorney (POA) and who has uploaded the Technical Package using a valid Class-II/III digital signature on behalf of the Tenderer.

The Schedules of Payment/Specified in Annexure-1 of Schedule A & Annexure-2 of Schedule B are purely for the purpose of releasing ‘On Account Payments’ for the work executed under the ‘Item rate’ component of the work. The work executed against the BOQ items in Schedule C, D & E would be paid on measurement basis.

For the purpose of payment: - a) In Schedule A, the proportion would be considered as Overall percentage 100% i.e quoted lump sum price of Schedule-A has been divided in three Heads. The Percentage breakup of cost component for Sub-Head 'A1' General is 10% of lump sum quoted price, Sub-Head 'A2' Main Building is 75 % of lump sum quoted price, Sub-Head 'A3 ' Residential Building is 15 % of lump sum quoted price. Total Cost of Sub-Head “A1” (General) = 0.10 of X Total Cost Sub-Head of “A2 ” (Main Building - Block A) = 0.75 of X Total Cost of Sub-Head “A3 ” (Residential Building) = 0.15 of X X = Lump sum quoted price of "Sch-A".

The rates and prices of the tender shall be inclusive of GST and all applicable taxes as on last date of tender submission on e-procurement site. Further, For taxes and duties, refer clause 11.1.1 of General Condition of Contract and C2.6 of ITT.

The Contractor may raise their ‘On Account’ payments on monthly basis as per the status of work on the last day of the respective month.

VARIATION (Applicable for Schedule ‘A’: Lump-sum portion of the Works):

In case of variation in the floor area of any building at each level on either side i.e. increase or decrease with respect to the area shown in the Tender Drawings, the total value will get modified accordingly on prorata basis of floor area.

For example, if,

Total Floor area Xt as per tender drawings and

Xe is the total floor area constructed

then the revised value will be

A x (Xe/ Xt)

VARIATION in Schedule B: Lump-sum portion of the Works

In case of variation in the floor area of any building at each level on either side i.e. increase or decrease with respect to the area shown in the Tender Drawings, the total value will get modified accordingly on prorata basis of floor area.

For example, if,

Total Floor area Xt as per tender drawings and

Xe is the total floor area constructed

then the revised value will be

A x 0.55x(Xe/ Xt)

Summary of BOQ

Schedule-A

Schedule-B

Schedule-C

Schedule-D

Total Amount (A + B + C + D ) =

Summary of Schedule-A (Civil DSR 2023)

Carriage of material

Earth Work

Concrete Work

RCC Work

Form Work

Reinforcement work

Masonry Work

Steel Work

Finishing Work

Road Work

Waterproofing work

Any Other DSR 2023 Items

Total of Schedule-A (Civil DSR 2023 Items)

Total of Schedule-A (Civil DSR 2023 Items) after applying multiplication factor of 0.973 over DSR 2023

Add 3% Cost Index

Schedule-A (Civil DSR 2023)

Carriage of material

Total Carriage of material

Earth work

All kind of soils

Total Earth Work

Concrete Work

Total Concrete Work

Reinforced cement Concrete (RCC)

Total RCC Work

Form work

Centering and shuttering including strutting, propping etc. and removal of form for

Total Form Work

Steel reinforcement

Total Reinforcement work

MASONRY WORK

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:

Total Masonry Work

Steel work

Hot finished seamless type tubes

Total Steel Work

FINISHING

Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Total Finishing Work

Road Works

Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler,cleaning and preparing the existing road surface as per specifications :

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

Providing and laying 60mm thick factory made cement concreteinterlocking paver block of M -30 grade made by block making machinewith strong vibratory compaction, of approved size, design & shape, laidin required colour and pattern over and including 50mm thick compactedbed of coarse sand, filling the joints with line sand etc. all complete asper the direction of Engineer-in-charge.

Providing and laying at or near ground level factory made kerb stone ofM-25 grade cement in position to the required line, level and curvaturejointed with cement mortar 1:3 (1 Cement: 3 coarse sand) includingmaking joints with or without grooves (thickness of joints except at sharpcurve shall not to more than 5mm) including making drainage openingwherever required complete etc. as per direction of engineer-in-charge(length of finished kerb edging shall be measured for payment).(Precastcc kerb stone shall be approved by Engineer-in-Charge.)

Providing and fixing G.I. chain link fabric fencing of required width in mesh size25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm diawire or nuts, bolts and washers as required complete as per the direction ofEngineer-in-charge.

Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

Providing and erecting 2.00 metre high temporary barricading at site;each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge 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 i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.

Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.

Total for road work

Watrerproofing works

Total Waterproofing work

Any Other DSR 2023 Items

Total of Schedule-A (Civil DSR 2023 Items)

Total of Schedule-A (Civil DSR 2023 Items) after applying multiplication factor of 0.973 over DSR 2023

Add 3% Cost Index

Schedule-B-1, (NDSR Items - Civil Works)

Item No.

Flooring Works

SS tactile

Supply and installation of SS 316 grade Tactile warning stud and directional strip with carborundum insert of yellow color. Tactile Indicators shall be fixed on granite/marble/tile/concrete substrates with drilling the holes as per Stem size and the hole shall be grouted with the approved adhesive/epoxy , complete in all respect. Hazardous tactile-Shall be installed on the walking surface in a raised grid pattern of dots/ studs/strip. They shall be placed at center to center spacing as specified in drawing or as per guideline of NBC-2016, All work shal be done as per direction of Engineer-in-charge. The rate shall include all material, labour, T&P, transportation etc complete in all respect.

SS 316 Stud ( Button) SS 316 Tactile Indicator Warning Stud with Carborundum Insert of yellow color Size 35mm x 25mm x 5mm: Head dia- 35mm, Carborundum dia- 25mm, thickness of head -5mm, stud dia-6mm, stud/stem height- 12mm.

SS 316 Tactile indicator Directional Strip – SS 316 Tactile Indicator directional strip with Carborubdum Insert of yellow color Size – 35mmx25 mm x 280 mm- Length - 280mm, width - 35mm, Carborundum width -25mm, thickness of strip- 5mm, Stem height- 12mm, stem dia- 6mm.

Painting work-Anti carbonanation works

Painting by providing and applying alphatic water based acrylic anti-carbonation coatings of 300-400 micron (DFT) ( bond by penetration of the polymetric binder into the concrete substance) of aproved brand and manufactured at the locations & levels, prepared and applied as per manufacturer's at the locations & levels, prepared and applied as per manufacturer's specifications including preparation of surface by filling of pin holes with cement putty, honey-combining with GP -2 mortar, grinding of edges (if requred any) etc complete. The material should have no eletrostatic charge and should be single component, self-priming, fool proof system. The coating should be applied in two tip coats over exterior primer coat of approved brand and manufacture to achiev even shade and colour, all complete as per manufacturer;s specifications and as per directions of Engineer-in-charge. The rate comprises of all additions of expenditure on account of misc and contingencies at any height, including but not limited to scaffolding Hyraulic boomlift/skylift, airless spray machine sytem & safety PPE etc

Glass Work

Designing, Providing, erecting and fixing structural glazing unitized using specially designedaluminium grade 63400 WP IS: 733 and ID: 1285 electro colour anodised 25 micron or purepolyester powder coated 65 microns in approved shade and colour through adequately designed MS galvanised / aluminium anchor brackets. The structural glazing design to bebased on rain screen and pressure equalised drainage system. The complete drainage systemto be incorporated in the design which drain water at every transom in the unlikely event thatwater penetrate the pressure seal. This include structural grade and weathering grade siliconsealant ''Dow Corning'' or ''GE Silicon'' or equivalent as per the design requirement. Thisincludes structural designing, shop drawing complete. structural calculations and waterpenetration test as per (Structural Test (Wind load serviceability) - ASTM E 330, WaterPenetration Test - AAMA 501.2).The specified test is to be carried out only for location whereexecuted qty will be more than 50sqm in one go. The structure glazing shall be double glazed laminated of 13.52mm thick ( 2 sheet of 6mm thick toughened glass and 1.52mm thick polyvinyl butyral layer ). The color of glass shall be as per direction of engineer-in-charge or approved by the Architect. Rate are inclusive of all material, labour, tool & plant,machineries, brackets, fasteners, complete in all respects and as per direction of Engineer-in-charge.

Glass for Fixed window /Ventilator

Supplying,Providing and fixing 6mm clear toughened glass in aluminium door, window, ventilator shutters and partitions etc. with PVC / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item.)

Supplying,Providing and fixing toilet mirror in 6 mm thick clear float glass bevelled and polished at edge & fixed on wall with 6mm thick hard board backing fixed to wooden cleats with 8mm dia 38mm long stainless steel stud complete.

Toilet Cubicles

Providing & fixing Toilet Cubicle (of following standard dimension which includes 600mm door size width) made of heat, bacteria, water, chemical, scratch,impact and anti bacterial resistant 12mm thick high pressure laminate panels tested in approved laboratory. Finish of the compact laminate should be Suede,Raw silk model includes doors, pilasters & intermediate panels finished with approved texture/shade as per the detail drawings & as per IS 2046 (Indian Standard) and as per fire retardant BS-476/97 standard. This also includes providing and fixing in position necessary hardware made out of Stainless steel (Grade 304) as per manufacturer’s specifications & Architects instructions like (1) Door Knob, (2) Gravity Hinges, (3) Thumb turn lockset with Occupancy indicators, (4) Coat hooks with Door stopper (5) U- Channels, (6) Adjustable foot/pedestal, (7) Top rail (8) Rubber noise deafening tape, (9) Screws & wall Plugs. All screws will of 304 Grade in stainless steel with satin finish. All pilasters are supported by stainless steel Bottom Cladding.

The base of the stainless steel bottom cladding will be anchored to the floor with a clearance height upto 150mm. The top fitting should consist of SS top rail which will get fixed with pilasters. SS wall fixing is used only on the wall which will hold the ss top rail.

Toilet Cubicle with standard dimension of 2000-2100mm Height x 1000mm Width x 1550mm Depth, which includes 600mm door size width).

Toilet Cubicle I-Shape (Front Partition) with standard dimension of 2000-2100mm Height x 1000mm Width which includes 600mm door size width).

Providing and fixing Urinal partition made of 12 mm thick compact laminate total height1195 mm, Depth 450-500mm, Gap from ground 500 to 600 mm (as per drawing) and fixingToilet UMP (urinal modesty panel) made up of thermosetting resign treated high pressure, selfsupporting decorative compact laminates with permanently incorporate anti-bacterial agents(under JIS Z2801:2000 certification) during manufacturing. Compact board should beresistance to water immersion through permissible increase on thickness and mass <0.60%and board density >1.35kg/cm3 and fulfilled the criteria of green guard gold certification andmanufactured under EN438-2&3:2005 standard. 12mm thick compact board should beMoisture resistant, Impact resistant, termite resistant, Scratch resistant ,Weather and climaticshock resistant. Finish of compact laminates should be suede finish which includes door,pilasters and intermediate panels finished with approved texture/shades as per IS2046 and fulfilled the criteria of fire retardant under BS-476/97 and EN438-6 with classification ofBS1D0 standard. Screw & wall plugs should be approved under the instruction of Engineer-incharge.

i)All screw will of 304 grade in SS with stain finish. All pilasters are supported by SS bottom cladding. Stainless steel L clamp is used to attach the divider to the wall, stainless steel L clamp hardware fittings along with SS 304 screws are used to fix the Urinal partitions on the wall.

Providing and Fixing vinyl sheet of approved colour of 3M graphics print in strips of required size on EFO, lift and fixed glass railing i.e.cutting,pasting and cleaning of glass complete in all respect as per direction of Engineer-incharge.

HDPE + SS Grating Saucer Drain Channel Supplying, providing and fixing HDPE Saucer drain with SS 316 grade grating on top of HDPE of Lidco/Thermodrain or equivalent make of specified dimensions as per architectural drawings and at required level and slope including the application of silicon sealant for joining with the connecting channel/tee/bends/end cap etc complete with provision of drain out the water to the main drain pipe.

HDPE Polymer Base Channel + SS316 Grating 1.5 Ton Load - Heavy Pedestrian Load, 1Mtr Length X 140mm Channel Width x 100mm ChannelHeight.

Supply, placing & fixing in position precast bollard of Overall Dimensions: 950 mm Height X 150mm dia as per manufacturers specification. The bollard is reinforced with 4 Nos, 8 mmdia – 950 mm long & 4 Nos 12 mm dia – 450mm long & 4 Nos 4 mm dia – Stirrups at 150mm c/c. The bollard is manufactured with cement concrete of mix M – 30 grade by vibro compaction method using FRP/steel moulds, so as to achieve shuttering finish. The bollard should embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing. The Contractor shall submit the sample of bollards and get the approval of engineer-in-charge prior to execution of work.

Providing & fixing promaseal bulkhead system of promaseal make as per BS 476 part 20, to provide fire resistance of minimum 120 minutes in concrete/ block/brick/panel wall sub floors consisting 50 mm thick two layers of rock wool panel insert (o minimum 144 kg/m3 density) sealed with fire rated paneled seat at both faces clamping and holding structure and fire proof coating of up to 1m distance on either side on seal for all cables complete as required by promat (manufacturer)

Proma seal or equivalent acrylic intumescent sealant 2 hours fire rated in accordance withBS 476-Part 20, IS 1530 Part 4 to seal gap & joint in fire rated walls and floors and aroundservice penetration for 25 mm gap and 12 mm depth.

Sealant filling: Providing Filling the gap Upto 20 mm depth and 20 mm width in between aluminium/Metal/ stone and adjacent RCC/Brick/Stone/ Ceramic/ Gypsum work by providing weather/structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600

Providing & installing Fixed glazed wall assembly with specified fixing & finish using of 2 sheets 6mm thick toughened glass with nominal gap silicon sealant joint. Glass shall be clear, toughened and laminated with 1.52mm thick polyvinyl butyral layer, Glass held with SS patch fittings - all complete as per relevant architectural drawings and specification with cut out & holes. (ticket offices, Station Control Room,EFO etc.)

Providing and fixing in position frameless glass partition walls made out of 12mm thick toughened clear float glass held in position by wall connecting profile (with or without openable glass door made out) (i) Two Set of 350mm long pull handles of approved make (ii) Two number corner locks of approved make (iii) Floor spring of approved make. (iv) Lock keeper Plate stainless steel strip at the bottom of doors for doors exceeding 1100mm With openable Door (Double Leaf)

Providing and laying 3M nomad heavy duty 9100Z WEB type door mat in station complete in all respect and as per direction of engineer in charge..

Providing & fixing Polycarbonate Anti Bird -spike using PVC gitti and screw etc. all complete at all height complete in all respect and as per direction of engineer in charge.

Providing and Fixing 800mm diameter TO (Train Operator) mirror covered with powder coating covering having sun shade of 45mm x 45mm , 2mm thick square tube as handing member and 50mm x 50mm x 2 mm tubelar part as adjust with proper welding, painting and V shaped welded support to station roof at the locationcomplete in all respect and as per direction of engineer in charge.

Rebaring of reinforcement bar at required depth by drilling of hole in existing concrete surface using with Hilti/ Fischer chemical. The rate includes cost of all tools, plant, machineries etc. complete in all respect and as per direction of engineer in charge. The cost of reinforcement bars shall be paid extra under the relevant item of BOQ.

Providing and fixing of G.I. Expansion hold fastener of Hilti / Fischer/ Axel / Canon or equivalent make including drilling of hole in frame, concrete/ masonry, etc. complete in all respect and as per direction of engineer in charge.

Providing & Laying on the wall opening with fire rated of 120 min with PROMATECH-H (9mm Thick) board to be fixed with G.I frame having perimeter angle 30x30x0.5mm thick angle on the wall/floor/ceiling on interval of 300mm centre. All sides of the board/Joints to be sealed with acrylic sealent fire rated-BS476 part 22 AS1530 Part 4.

Core Cutting in RRC/PSC/Brick/Block work- Drilling with core cutting machine in RCC beams, slabs floors etc., for laying pipes and rendering the same in RCC 1:2:4, finishing the same to the satisfaction of the Engineer., including nominal reinforcement wherever required, Note: The contractor should determine the location of beams/post tensioned tendons before carrying out the operation, getting prior approval from the builder/structural consultant and cutting all reinforcement by gas cutting machine or as directed etc. complete. The contractor to suggest as well as carry out suitable waterproofing treatment of the core cut in case of wet areas complete to the satisfaction of the Project Manager and give proper guarantee for the same.

Providing & Fixing SS Grating as per architectural drawing with 3mm thick 304 Grade SS pressed plate with 6mm wide slits @ 15mm c/c with 35mm X 35mm X 5mm SS grade 304 tube section welded all around edges and at suitable interval for support, flushed with Floor finish including providing & fixing necessary MS angle frame etc. complete as per architectural drawing (for payment purposes only SS item shall be measured)

Supply and fixing of wire mesh fencing 2.5 mtr height with gate frame of 3 mtr x 2.5 mtr with complete material including paintinge.g. angle, chain link, wire mesh and civil material etc. complete as per specification & drawing. Angle iron size 50x50x6mm & MS strip 50 x 3 mm, Wire mesh 1"x3" of 8 SWG wire to be used for wire-mesh with providing support at 1.25m distance.

Providing and Applying the Anti dust paint on RCC Surface (two or more coats) below the false floor with at all operational rooms/ locarions after cleaning & preparing the surface i.e dust free and applying the said paint as per manufacturers specifiations including appropriate priming coat etc. complete in all respect and as per direction of engineer in charge.

Rain Water Drainage Pipe

Providing, fabricating and fixing rain water drainage pipe from gutter at roof level to gutter at platform and from staircase & corridor roof to local drain and from roof level to ground level wherever required at any height including clamps, brackets, fastners etc. in proper line and level. (Note- nothing extra will be payable on any account)

GI pipe 200 mm

GI pipe 150 mm

GI pipe 100 mm

DRAINAGE/SEWERAGE SYSTEM

Providing and laying High density Polythene (HDPE Pipes) material grade PE-80, working pressure rating PN 4 (0.4 maximum permissibleworking pressure) confirming IS - 14333 jointed by Butt welding method including testing of joints etc. complete

160 mm dia.

250 mm dia.

350 mm dia.

De-Silting and cleaning of conveyance system/sewerline/Storm water line and Manholes by super sucker machine and taking out of silt, debries, rubbish, brick bats etc. including all cost of labour, material T&P, watch & ward caution board, diesel, mobil etc. and wear & tear of machinary complete. The silt debries shall be carted and dumping manual hazard areas as directed by Engineer-in-charge. Any damage to the Manholes shall be rectified at his own cost. Manholes will be traced out and including CCTV survey taken in the conveyance system and report submitted by contractor in (CD) or as directed by Engineer-in-charge. (The rate includes all labour,Tools & Plants, machinaries etc. complete in all respect and as per the direction of Engineer-incharge. Nothing extra shall be paid on this account to complete the job.)

Supplying and fixing of 150mm dia. HDPE pipe complete in all respect and as per the direction of engineer-in-charge. (The rate includes all labour, material, Tools & Plants, machinaries, consumables, carriage, shifting, work at any level, scaffolding etc. complete in all respect and as per the direction of Engineer-in-charge. Nothing extra shall be paid on this account to complete the job.)

Plugging the existing storm water/sewer line so as to reduce the drainage of storm water/sewer line to minimum in wet and foul condition by placing gunny bags filled up with earth and stacked properly including supplying and laying the filled up gunny bags up to full length and required height as directed by Engineer and subsequent removal of the same after completion of the job to the entire satisfaction of the Engineer-in-charge, i/c pumping and bailing out of the water complete. The rate includes all labour, material, Tools & Plants, machinaries, carriage, shifting, work at any leveletc. complete in all respect and as per the direction of Engineer-in-charge. Nothing extra shall be payable.

box drain of size 3x 2.1 mtr

2000mm dia pipe

1200mm dia pipe

Total of Schedule-B-1 (NDSR Items - Civil Works)

Schedule-B2, (NDSR Items)

Part (A) -Structural steel works

Item No.

Providing, fabricating to required profile and shape, assembling, transporting, erecting and fixing in position steel span of Structural steel of rolled single/built up sections (conforming to IS:2062 Grade BE350-B0 killed) joists, channels, angle, tee, plates etc including procurement of all raw steel materials, HSFG bolts. nuts & washer incl. its testing, allowance for all types of wastages, straightening, cutting, bending of section wherever specified, drilling holes, bolting, provision of necessary tools, testing etc. The rate shall also include required surface preparation for application of all coats of shop and site primers and paints as specified. The rate Shall also include preparation of complete detailed fabrication drawings base on the design drawings, required for all permanent and temporary structures and their approval from Engineer - in - charge prior to execution. The rate shall also include provision and installation of base plate, anchor bolts (measured in tonnes) etc as per drawings and specifications. Any temporary support, staging braces, strutting, tying or anchor bolts, black bolts. fasteners, welding required to withstand the stresses of erection and carrying of plant and equipment's are to included in this rate. For all structural steel works for column, portal, beam,/pier cap, open web girder, plate girder, truss, platform. and PEB for roofing, foot over bridge. Complete and comprising of following:

Preparation of fabrication shop drawings necessary templates etc.

Profile cutting of components to required lengths/widths and shapes/profiles.

Smooth grinding/machine of edges/faces/all welding/batted joints.

Preparing the surface to ensure complete removal of mil scale by grit blasting confirming to SA 25.5 to achieve rust free surface

Necessary welding (electric arc welding) for required weld lengths and sized

Providing and applying inorganic Zinc Silicate & Epoxy Zinc Phosphate primer and Acrylic Polyurethane paint finish as per specification.

Providing M 45/20 concrete for Deck slab over Steel Beams including centering, steel shuttering, scaffolding and related operations as reequired for completing the workas specified in the drawings. Rate incljudes provision of formwork for casting of slab. Reinforcfement shall be paid separately. Rate shall include cost of using required dosage of admixture in concrete for obtaining required workability as per approval of Engineer.

Sub Total (A)

Part (B)-Poly carbonate Sheet

Providing and fixing 10 mm thick polycarbonate sheet make GE or equivalent and make confirming to IS 14443:1987) of required colour, fasteners, silicon sealant, EPDM gaskets and shade including self-drilling/ self-taping screw as per requirement.

Sub Total (B)

Part (C)- Geotechnical Investigation

Shifting and setting out of equipment from one bore hole to another bore hole.

Vertically boring of 150/100 mmm dia bore holes through all kinds of soils up to refusal (N>=100) including conducting SPT in boreholes and collection of minimum 100 mm diameter and 150mm long, UDS as specified from borehole and conducting relevant laboratory testing etc.

Drilling of NX size dia holes through all 8ikinds of Refusal/ Bounders/ Rock using Double tube core barrels and conducting relevant laboratory testing on samples.

Preservation of rock cores in core boxes

Field Permeability test in soil using falling head method.

Lugeon Tests/Packer Test in rock

Sub Total (C)

Part (D)-Structural Design Cost

Design Cost of Complete FOB structure

Sub Total (D)

Grand Total of Schedule-B-2 (Sub Total( A+B+C+D))

Schedule-C, Horticulture DSR-2025

Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hedge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter , removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide , Pesticide will be provided by the Department & lawn mover and brush cutter with fuel , other T & P material/articles shall be provided by the contractor.)

FOLIAGE AND SHADE LOVING PLANTS

Providing, stacking and Displaying Rhapis Palm having ht. 75 cm to 90 cm with 15 to 18 suckers, well developed, full of fresh and healthy leaves from bottom to top in 35 cm Plastic Pot/Cement Pot and as per direction of the officer-in-charge.

GROUND COVER PLANTS

Providing and Displaying of Wadelia trilobata plant,full of leaves in 15 cm size of Poly bags & as per direction of the officer-in-charge

SHRUBS

HEDGES

TREE PLANTS

Any other Horticulture DSR-2025 Items

Grand Total

Schedule-D, DSR 2025-Electrical Work

Any item realated to Electrical works based on Elecetrical DSR-2025

Total Schedule-E

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