Upgradation of Shaft and terrace water supply and sewage pipe lines and other miscellaneous works in Type I-A (transit) and II-B buildings under Western Sector Maintenance Unit at Anushaktinagar, Mumbai

Tender Inviting Authority:

Name of Work: Upgradation of Shaft and terrace water supply and sewage pipe lines and other miscellaneous works in Type I-A (transit) and II-B buildings under Western Sector Maintenance Unit at Anushaktinagar, Mumbai

NIT No: DCSEM/CQD/QSB/25-26/NIT/76 dt.27.02.2026

1). Tenderers are advised to visit the site of work with prior permission of Engineer-in-charge/authorised representative, to acquaint themselves with the nature and location of work before quoting tender.

2). Since the work is to be carried out in residential buildings which are occupied by officials of Department, the work has to be carried out with least disturbance to the residents.

3).Contractor shall take contractor's all risk insurance policy in respect of entire scope of work for entire period of contract and submit copy of the same before commencement of the work. "If there is a gap in CAR insurance policy period a penalty of 1.5 times of the premium amount of original policy value shall be recovered, proportionately for the gap period"

4). No debris shall be left over during the repair works under each item on any day. An area for 'Debris bins' will be identified on the request of contractor for collection of debris generated on day to day basis. The debris from debris bin shall be cleared every week. The contractor must maintain adequate number of wheel barrows all the time for shifting the debris to Debris bin. Penal recovery for not disposing off the debris in time will be made @ Rs.1000/- per Cu.M.

5). The debris shall be disposed by mechanical transport to the nearest dumping pit outside Anushaktinagar approved by statutory authority with all leads, loading, unloading etc. complete. No payment shall be released unless certificate from EIC showing clearance of debris is produced in each RA bill and Final bill.

6). All safety & security regulations shall be followed strictly as per specifications & conditions of contract.

7) The contractor shall provide a sleeveless Jacket to the workers in pattern, colour showing name of contractor with address and telephone number as approved by the Engineer in charge. All the workers must wear the same while on duty.

8) Security measures to be followed by the contractor: i) Contractor should provide uniform to all regular labour and fluorescent visi wears to all casual labour deputed at site for proper identification. ii) The contractor should issue ID-Card to all workers deployed on regular basis and list of such workers vetted by site Engineer should be submitted to DCSEM Security at Main Gate. iii) The supervisor of contractor having photo pass shall bring daily wages workers/ casual workers inside premises for work subject to following conditions. (i) He should prepare list of such workers in duplicate. The original copy would be handed over to DCSEM security at Main Gate and obtain endorsement on duplicate copy and the duplicate copy would remain with the contractor. (ii) Departmental staff deputed to supervise the work will verify the reporting of such workers at site. iv) The Agency shall follow all safety rules & security procedure that are in vogue and applicable during execution of work. You are requested to verify the character and antecedents of the labourers employed by you, through local address proof issued by competent authorities such as ration card, driving license, electricity bills, telephone bill, gas connection document etc. The nationality of contract labourers also needs due verification. v) The Agency is requested arrange to obtain immediately Police Verification Reports of your regular staff deployed at site(s) in respect of maintenance contract works and submit the same along with necessary application to allow them to enter in premises to carry out the assigned work.

09) Wherever materials are replaced with new one, quoted rate includes removing existing one and depositing the serviceable material at departmental store.

10).The agency has to abide by the "Construction & Demolition work management plan as approved by MCGM & Any other regulations issued by the statutory authorities in the matter from time to time & agency has to deposit Bank Guarantee/deposit as required.

11). Contractor has to make his own arrangements for regulating the traffic on the surrounding roads by putting up necessary Road Sign boards for Diversion, Men at Work, Danger, Work in Progress, Diversions/ change of directions etc. at his own cost during execution of work as directed by the Department.

12).The contractor will be required to pay the wages to the workers employed by him on work at the rates per month per labour as per minimum wages as amended from time to time in force of minimum wages Act 1948 and as per provisions in contract conditions.

13).SECTION-5(ii) : SPECIAL CLAUSES 5 OF CONTRACT. The contractor shall furnish to the Engineer-in-Charge monthly progress report in triplicate on 5th day of every month

14). Contractor shall depute Technical Representative(s) as per condition of contract Clause 36(i) and Certified by Engineer-in-Charge

15). As per clause No.36 of General Conditions of Contract, Technical staff should be employed by contractor at site failing which contractor shall be liable to pay penalty as per contract conditions.

16).A detailed phased programme of work, including supply of material, Skilled/ unskilled labour, tools & plants, with name of Engineers and Supervisor deployed at site by keeping in view the completion period may be prepared in consultation with the Engineer-in-Charge and get approved.

17)For all type Cement Mortar work, the Ready mix cement mortar of approved make shall be used.

Select, Excess (+), Less (-) Less (-)

Tender Inviting Authority:

Name of Work: Upgradation of Shaft and terrace water supply and sewage pipe lines and other miscellaneous works in Type I-A (transit) and II-B buildings under Western Sector Maintenance Unit at Anushaktinagar, Mumbai

Contract No: DCSEM/CQD/QSB/25-26/NIT/76 dt.27.02.2026

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

PART I : CIVIL WORKS No Excess(+) Full Conversion INR

PART II : REBATE ITEMS No Excess(+) Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

Select, Excess (+), Less (-) Less (-)

Tender Inviting Authority:

Name of Work: Upgradation of Shaft and terrace water supply and sewage pipe lines and other miscellaneous works in Type I-A (transit) and II-B buildings under Western Sector Maintenance Unit at Anushaktinagar, Mumbai

Contract No: DCSEM/CQD/QSB/25-26/NIT/76 dt.27.02.2026

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

PART I : CIVIL WORKS

101 Excavation in foundation/ trenches/ pits/ drains etc. in all soils other than soft & hard rock up to a depth not exceeding 1.50 M. including shoring and dewatering if necessary and refilling with selected excavated earth in layers not exceeding 250 mm consolidating & disposing surplus earth within the colony at identified places, complete all as per specification and as directed by the Engineer-In-Charge. Cum Excess(+) Full Conversion INR

102 Demolishing RCC works by chiselling at all levels including scaffolding, cutting of reinforcement bars by gas cutting, straightening and stacking of steel bars and disposal of unserviceable materials complete all per specification & as directed by the Engineer-in-Charge. Cum Excess(+) Full Conversion INR

103 Demolishing brick /stone masonry in cement mortar and plaster at all floors & levels including scaffolding, stacking of serviceable materials & disposing of unserviceable materials etc. complete all as per specification & as directed by the Engineer-in-Charge.

103.01 a) Brick/Stone masonry work. Cum Excess(+) Full Conversion INR

104 Supplying and fixing following size PVC-SWR pipes and Fittings for soil, waste, vent and rainwater pipe lines consisting following items of work:- i) Supplying PVC - SWR pipes and fittings conforming to IS 13592 of approved make and standard PVC clamps ( approx. 3.2 mm thick ) and nails or MS galvanised clamps having minimum 3 mm thick ( Pipe Holder U Bracket ) for fixing the pipe. ii) Fixing the pipeline vertically to plumb, keeping the pipe barrel 50 mm away from the wall face, using PVC or MS galvanised clamps. iii) Providing and fixing PVC Domed roof outlet (grating ) for RWP & PVC cowl for waste / soil pipe. iv) Making leak proof joints for existing CI to PVC joint by packing with Sodium Silicate or equivalent approved sealant mixed with rich cement mortar in ratio 1:1 including cutting the pipe, Joint preparation, cleaning, marking, application of sealant chemical, curing etc. and the cost of approved jointing sealant materials all complete. v) Jointing the PVC pipes and specials by PVC solvent cement, rubber lubricant with rubber rings or any other approved equivalent method. vi) Laying the pipeline below the ground to proper slope and gradient for making connection of soil and vent pipeline ( Vertical stacks ) with inspection chamber or manhole and waste water pipeline with gully trap chamber including the cost of cement mortar, water proofing compound etc., testing the vertical pipeline by smoke test and horizontal pipeline by 600 mm head of water and rectifying the leakages, if any all complete including encasing the pipe line using CC 1:3:6 etc. all complete. vii) Cutting or making hole in RCC or brick work and reinstating the surface to it's original condition after passing the pipe with cement mortar / cement concrete etc. by adding approved water proofing compound. PVC - SWR Pipes & Fittings ( TYPE-B )

104.01 a) 50 mm dia. RM Excess(+) Full Conversion INR

104.02 b) 75 mm dia. RM Excess(+) Full Conversion INR

104.03 c) 110 mm dia RM Excess(+) Full Conversion INR

104.04 d) 160 mm dia RM Excess(+) Full Conversion INR

105 Removing carefully the existing underground pipes and Providing & laying UPVC under ground drainage pipes & Fittings of approved make for storm water drains & Sewer lines of following size conforming to IS:15328 to proper level & grade, jointing including providing coupler with cement solvent / welded joints / as per manufacturer's requirement, encasing the pipe using CC 1:3:6 such that shape of the cross section through encased pipe shall be square and sides equal to outer diameter of pipe plus 300mm, as per specifications, drawing and as directed by the E.I.C. item includes Providing and fixing UPVC fittings such as Bends, Tees & Y, Reducers, Blanking Plugs, Couplers, Adaptors etc. All complete.

105.01 a) 110 mm dia.(SN 8 kN/m²-SDR34) RM Excess(+) Full Conversion INR

105.02 b) 160 mm dia.(SN 8kN/m²-SDR34) RM Excess(+) Full Conversion INR

106 Supplying & fixing on Exposed surfaces the following sizes uv-stabilized Chlorinated Poly Vinyl Chloride (CPVC) pipes & Fittings of specified class having thermal stability for both hot & cold water supply consisting following items of work:- i) Supplying CPVC pipes and all required CPVC plain and brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply of approved make conforming to IS:15778 with ISI mark for CPVC pipe having nominal size up to 50 mm and conforming to ASTM F 441 (IPS SERIES) Schedule 40/80 for CPVC pipe having nominal size 65 mm (2½”) and above. ii) Supplying & providing providing CPVC/GI flanges, any other required specials and other jointing materials for connecting the CPVC pipe lines with spool pieces of water tank and for connecting the CPVC pipe lines with any fittings & fixtures etc., of the water supply line iii) Laying and fixing the pipe and specials on exposed surfaces/ underground, to correct line, level and plumb for water supply line, using metal straps (On wall surfaces) at 1.00 mtr. interval or as directed by the EIC. i) Supplying & fixing C-PVC pipes, including necessary all fittings conforming to IS 15778 iv) Making leak proof threaded / solvent joints. including cutting the pipe, Joint preparation, cleaning, marking, application of solvent, assembling, curing etc. and the cost of jointing cement solvent materials. v) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. proof joints. vi) Providing and fixing C-PVC joinable / threaded fittings such as Union, Nipples, Bends, Elbows, Tees, Reducers, End caps, Couplers, Adaptors, Saddles, Plugs, Tank connectors, Expansion loops, Bypass bends, etc. vii) including removing existing GI pipe line with fittings and specials etc. NOTE: 1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI/ CPVC/PP-R/ UPVC/HDPE pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings only. 3) Exposed pipe fixing arrangement include providing & fixing slotted G.I. section & U clamps bolts arrangement for grouping of pipe. Sloted section thickness should not be less than 2mm. SDR 11 Pipes and Fittings ( Mode measurement :- The measurement shall per Unit RM length of pipe line laid or fixed. The measurement shall be taken along centre line of pipe including all necessary fittings fixtures etc. No measurement shall be recorded separately for fittings etc. )

106.01 a) 15 mm n.b RM Excess(+) Full Conversion INR

106.02 b) 20 mm n.b RM Excess(+) Full Conversion INR

106.03 c) 25 mm n.b RM Excess(+) Full Conversion INR

106.04 d) 32 mm n.b RM Excess(+) Full Conversion INR

106.05 e) 40mm n.b RM Excess(+) Full Conversion INR

106.06 f) 50mm n.b RM Excess(+) Full Conversion INR

107 Providing, laying, jointing, fixing, testing & painting heavy quality (Class 'C') M.S. galvanized pipes as per I.S. 1239-1968 including fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends and all other fittings required for the completion except screwed flanges conforming to I.S.1239-1968 & also as per the code of practice of water supply in bldgs. of I.S.2065-1972 including laying under floors, chasing, in walls, roof slabs and making good the same to the original conditions, including the cost of all jointing materials like hemp yarn, white or red lead, clamps, wooden gutties, screws, cement, sand etc. including removing the old damaged G.I. pipes & handing over to dept. stores, scaffolding, testing the pipes etc. complete all as per specification and as directed by the Engineer-in-Charge.

107.01 a) 15 mm n.b. RM Excess(+) Full Conversion INR

107.02 b) 20 mm n. b. RM Excess(+) Full Conversion INR

107.03 c) 25 mm n.b. RM Excess(+) Full Conversion INR

107.04 d) 32 mm n.b. RM Excess(+) Full Conversion INR

107.05 e) 40 mm n.b. RM Excess(+) Full Conversion INR

107.06 f) 50 mm n.b. RM Excess(+) Full Conversion INR

108 Providing and fixing in position heavy pattern screw down gun metal Gate Valve conforming to IS:778 with hand wheels at top including testing for 10 Kg./Sq.cm. pressure with clean and potable water with a minimum testing duration of two hours etc. including removing gun metal Gate valve & returning to dept. stores etc. complete all as per specifications and as directed by the Engineer in Charge.

108.01 a) 15 mm n.b. Each Excess(+) Full Conversion INR

108.02 b) 20 mm n.b. Each Excess(+) Full Conversion INR

108.03 c) 25 mm n.b. Each Excess(+) Full Conversion INR

108.04 d) 32 mm n.b. Each Excess(+) Full Conversion INR

108.05 e) 40 mm n.b. Each Excess(+) Full Conversion INR

108.06 f) 50 mm n.b. Each Excess(+) Full Conversion INR

109 Providing and Fixing Ball Valve as per relevant IS suitable for pipe pressure class with body of bronze and ball & stem of Stainless Steel of approved make with fittings & material for conectivity and labour, making water proof joints, including cost of jointing material and CPVC/UPVC/GI specials if required & testing the joints. etc complete as per directions of engineer-in-charge. NOTE: 1) Item Includes Flange jointing with required new flanges and hardware . 2) Wherever required union joint shall be provided in pipe to facilitate removal of valve. 3) Threaded fittings of CPVC/UPVC shall be of Brass Threaded only.

109.01 a) 15 mm n.b. Each Excess(+) Full Conversion INR

109.02 b) 20 mm n. b. Each Excess(+) Full Conversion INR

109.03 c) 25 mm n.b. Each Excess(+) Full Conversion INR

109.04 d) 32 mm n.b. Each Excess(+) Full Conversion INR

109.05 e) 40 mm n.b. Each Excess(+) Full Conversion INR

109.06 f) 50 mm n.b. Each Excess(+) Full Conversion INR

110 Providing and fixing of Everlast make or other approved make circular FRP cover and frame ELD 2.5 tons of 530 mm diameter on top of chamber manhole already constructed & embedding in PCC out side shaft or at the directed place including all materials, labour, transportation etc. all complete and as directed by EIC. Each Excess(+) Full Conversion INR

111 Supplying & fixing ready made Ultra -450 inspection chamber with multiple inlets( two110mm swept inlets at 45 degree and two 160mm inlets at 90 degree) of Nu-Drain System of M/supreme or equivalent approved make including cost of all accessories ,banking plug-160mm-2 Nos,110mm-1No,rubber lubricant, rubber seal, labour, transportation,etc complete all as per manufacturer's specification and as directed by Engineer -in -charge. Each Excess(+) Full Conversion INR

112 Supplying & fixing Riser of Nu-Drain System of M/s. Supreme or approved equivalent suitable for increasing the height of ultra-450 multiple inlets inspection chamber of Nu-Drain System of M/s. Supreme or equivalent approved make including cost of rubber lubricant and rubber seal, labour, transportation etc. complete all as per manufacturer's specification and as directed by EIC. Each Excess(+) Full Conversion INR

113 Constructing brick masonry Gully Trap chamber of following size and up to 600 mm initial depth including providing and fixing gully trap, consisting following items of work:- i) Providing square mouth uPVC gully trap of size 150 X 150 mm with 110 mm outlet of Approved Make embedding in position in cement concrete 1:2:4 inside the chamber. ii) 230 mm thick brick masonry in 1:4 cement mortar over 150 mm thick cement concrete 1:2:4. iii) 15 mm thick plaster in cement mortar 1:3 on internal and external surfaces, internal surfaces and top finished with a floating coat of neat cement. iv) Providing and fixing precast approved make (EVERLAST) or approved equivalent Composite (FRP/GRP) Manhole covers & frame of size 300mm x 300mm as approved by E.I.C having point loading capacity not less than 0.3 tonne with name of department and year engraved as specified / approved, including cost of necessary hardware and cement concrete / mortar for fixing the frame.

113.01 300 X 300 mm size Gully Trap chamber. Each Excess(+) Full Conversion INR

114 Providing uPVC Floor Trap/ Nahani Trap of size Multifloor trap of 110 x 75 x 50 size of approved make with 3 pc top tile & flush strainer, mat finish, including Chilly /Cockroach Trap of approved make in plastic.having not less than 40mm effective water seal, fixing the trap in position and connecting with waste water pipe by cement solvent/ as per manufacturer's recommandation, embedding the trap in cement concrete 1:2:4 to correct level and gradient, providing and fixing 150 x 150 mm size top tile with central strainer & flat cover/ flush strainer, closing the side inletes with plugs if required etc. complete all as per specification and as directed by the Engineer in charge Each Excess(+) Full Conversion INR

115 Providing and fixing Kitchen sink waste coupling of 75mm/100mm approved make with choke-stop strainer has broader outlets with 32/40mm diameter - with ISI mark including removing the existing & depositing to dept. stores etc. complete all as per specifications and as directed by the Engineer-in-Charge. Each Excess(+) Full Conversion INR

116 Providing and fixing 32/40mm dia. Heavy quality PVC flexible pipe to existing sinks/wash basins and C.I pipes etc. with necessary threaded coupling etc. complete, fixing and jointing the same using hemp yarn, white leads, clamps, white cement etc. complete all as per specifications and as directed by the Engineer-in-Charge. Each Excess(+) Full Conversion INR

117 Providing & erecting double bamboo scaffolding using minimum 75 mm dia best quality bamboo tied with coir rope & the horizontal & vertical members of the bamboos provided as required at spacing of not more than 900 mm apart both vertically & horizontally including providing cross supports as struts to tie the scaffolding properly to the building for maintenance / repair works of external surfaces of buildings as &when required including providing necessary safety belts to workers, dismantling the scaffolding after repair work is completed including cost of transportation, labour, safety belts etc. complete all as directed by the Engineer-in-Charge. NOTE: The mode of measurement shall be in square metre for the overall portion of external exposed surface area of buildings covered by scaffolding and the said area shall be measured flat. No deductions shall be made for any openings in the surface and the jambs / reveals.

117.01 a) Double Scaffolding Sqm Excess(+) Full Conversion INR

118 Sand faced plastering in 20 mm thick in two coats for brick/ concrete surfaces (external / internal) (back coat and finishing coat of 10 mm. thick each) work using ready mix cement with water proofing agent @ 2% by weight of cement or as per manufacturers specifications. mortar having cement : sand (1:4) and finished thickness as specified below at all floors, levels & locations, in single/ double coat (as specified) over concrete/ masonry surface including surfaces preparation in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC. NOTE:1. The contractor must take full precautions that original brick work is not damaged while dismantling of plaster. Incase of any damage the same shall be made good with 22g chicken wire mesh at his own cost . No separate payment for any additional thickness of plaster if any will be made. Contractor must visit site and acquaint himself with the condition of building. Sqm Excess(+) Full Conversion INR

119 Repairs to damaged RCC structural members at all locations/ floors using polymer modified cementatious mortar, for strengthening the existing RCC structural members using acrylic based polymer and comprising the following operations: 1. Breaking cracked / spalled concrete members along the cracks with plaster, including removing and stacking of all unserviceable material at site,simultaneous transportation and disposed at a location in Anushaktinagar as identified by EIC. complete all as per specifications and as directed by the Engineer-in Charge. 2. Exposing and cleaning the reinforcement thoroughly by light tapping / wire brushing of using strong emery paper and finally by acetone /rust remover of Dr. Fixit / Anuvi chemicals / Fosroc or other eqivalent. 3. Applying a coat of polymer and cement slurry in the ratio 1:1 by volume to the reinforcement bars. 4. Polymer required for the work shall be procured by the Agency from approved Manufacturers Like M/s Astra , M/s Anuvi, M/s Apcotex or other approved equivalent manufacturer confirming to technical requirements as below and the invoices/challans etc to be submitted to EIC for record. Appearance: Milky white Ph- value : 9-10 Specific gravity : 1.055+/-0.005 Solid contents(%w/w)-: 44+/-1 Viscocity at 25 degree C temperature (in sec): 15-20 Testing of the material as per relevant codes at NABL approved third party Lab. is to be done by the Agency for every batch/lot of supply. 5. Bond coat should be applied @ 0.37 ltr./layer/sq.m. 6. Minimum FM of silica sand should be 2.10

119.01 a) Building up with polymer modified cementatious mortar for RCC structural members etc. in layers not exceeding 20 mm in a day (proportion – cement 50 Kg. : Silica sand 125 Kg. : polymer liquid 10 ltrs.) with necessary bond coat (polymer : Cement = 1:1 by volume) for tack coat and also for subsequent layers using polymer including curing, covering the flooring /window with tarpaulins or equivalent covering material to avoid deposition of polymer mortar and cleaning of floor / windows thoroughly on completion of repair work etc. complete all as per specifications and as directed by the Engineer-in-charge. Note : Polymer used for this work in Kg shall be measured for payment. Kg Excess(+) Full Conversion INR

120 Brick work in cement mortar 1:6 using well burnt locally available bricks of approved quality including scaffolding, raking out joints above ground level simultaneous pointing below ground level, curing, scaffolding,etc. complete all as per specifications & as directed by the Engineer-in-Charge.

120.01 a) In super structure at all floors and levels. Cum Excess(+) Full Conversion INR

120.02 a) In sub structure at all floors and levels. Cum Excess(+) Full Conversion INR

121 Providing & laying rubble stone soling using spotless stones of consolidated thickness as specified below with stones vertically handset interstices packed with smaller stone chips, binding with murrum/crushed sand, watering, consolidating & finishing to required levels etc. complete all as directed by the Engineer-in-Charge.

121.01 Rubble stone supplied by the contractor a) 150 mm thick SqM Excess(+) Full Conversion INR

122 Plain cement concrete using graded stone aggregate of 20mm max. size including consolidation, finishing, curing, cost of form work, shuttering, cantering etc. at all level and locations complete all as per specification & as directed by the Engineer-In-Charge.

122.01 a) 1:2:4 Cum Excess(+) Full Conversion INR

122.02 b) 1:3:6 Cum Excess(+) Full Conversion INR

123 Structural steel work at all floors, levels and locations in grills, guard bars for windows, frames, Fence, pit/ trench covers, cover bracket for slanting chajja, trap door, railing, balcony hand railing, hoisting hooks, smoke vents etc. using angles, channels, I-Section, tees, flats, bars, chequered plates, plain plates, hollow section, bright bars etc. of required sizes including supplying, cutting, fabricating, welding, erecting, making holes/ chases wherever required and fixing / embedding in position in concrete/ brickwork/blockwork/ marble/ granite stone with necessary hold fasts/ stainless steel screws & rawl plugs by drilling etc. and finishing the concrete/ brick work/ blockwork after fixing/ embedding including painting two coats of anti corrosive bitumastic paint on all unexposed surfaces and two coats of synthetic enamel paint of approved make and colour on all exposed surfaces over a coat of approved zinc chromate primer etc. complete as per specifications, drawings and as directed by the Engineer in charge. Note:- All structural steel work shall be as per latest version IS:800 & IS:806. All Rectangular and Square Hollow Sections (RHS & SHS) shall be conforming to latest version of IS:4923. All rolled sections shall be of Grade E-250 and conforming to latest verison of IS:2062. Welding shall be as per IS:816 & IS:6227.

123.01 Using structural steel sections of specified grade (YSt 240 / 310) MT Excess(+) Full Conversion INR

124 Providing and fixing 2 mm (minimum) thickness corrugated sheet UV stabilised fibreglass reinforced plastic sheet (FRP), at all floors, levels & locations, manufactured by approved manufactuter conforming to IS:10192 & IS:12866, having approved colour, shade and profile, fixing the sheet using SS self tapping screws of suitable length @ 450 mm C/C (both ways as per availability of member) with drill machine / J or L hook / nut bolts including heavy quality bituminious / EPDM / neoprene / G.I. washe, over structural steel members frame work over terrace including providing & fixing necessary ridges, gabels, valleys, gutters sections and including wastage, overlapps as per manufacturer's specifications, cutting, labour, scaffolding, machines, lifting, fixing etc complete all as per specifications, drawings and as directed by EIC. The sheet shall be opaque or translucent, clear or pigmented, textured or smooth as specified and directed. Mode of measurement: Actual area of roof coverings including ridges, eaves, gutter etc. after fixing shall be measured for payment. Corrugation, overlaps shall not be measured for payment. Note:1.No measurements shall be paid for overlaps. Sqm Excess(+) Full Conversion INR

125 Labour charges for repair and modification to M.S. ladder from ground floor to terrace in shaft by cutting and removing the ladder (which are coming above the modified height of shaft) to the required length along with embedded brackets, cutting and removing the M.S. brackets from the dismantled ladder, welding the dismantled M. S. brackets to the remaining end of ladder in shaft, re-embedding the M.S brackets into the masonry, with cement mortar 1:3 mixed with waterproofing compound and finishing the surface neatly etc., including cost of all labours, tools and plants, welding including stacking the unserviceable cut portion of M.S. ladder at directed place etc. complete all as directed by the Engineer-in-Charge. Note:- Material like MS Flat, MS Angle, Bars, etc. will be paid in Structural steel Item. Each Excess(+) Full Conversion INR

126 Providing & applying synthetic enamel paint On Steel surfaces including one coat of steel primer (Zinc Chromate based) in two or more coats on old / new wooden / steel surface, at all floors, levels & location using ready mixed & ready made synthetic enamel paint of approved make, shade and pattern including one coat of approved wood / steel primer including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Synthetic enamel paint shall have VOC content less than 50 grams/ litre). Sqm Excess(+) Full Conversion INR

127 Providing and applying one coat of base primer (Apex Ultima protect of M/s. Asian paints or Aquatech of M/s. ICI Dulux or equivalent) and two top coats of acrylic water proof exterior coating of Apex Ultima Protek of M/s. Asian Paints / Weathershield flexx rain proof system of M/s. ICI Dulux or other approved equivalent make and shade over the sand face / form finished surfaces / rough cast plaster at all locations as required, thoroughly mixed and applied at an interval of 6-8 hours for each successive coats and ensure consumption of 0.47 ltr/Sqm for 3 coats, (base coat @.29 Ltr/sqm & two top coats @0.18 Ltr/sqm ) for sand face surfaces, including preparation of surface, cleaning and filling the cracks and crevices with Latex caulking crack filler etc complete generally as per the manufacturer's specification and as directed by the Engineer-in-Charge. NOTE: 1) The surface shall be cleaned with water jet with high pressure water pump spray of at least 100 kg/sq.m. and brushing/ rubbing with coir to remove all foreign materials etc before painting work. 2) The entire treatment shall stand guarantee for water tightness from external treated surfaces and for bone dry conditions for a period of Five (5) years .The guarantee shall be given on the regular format of the Department under Conditions of Contract. 3) Lower consumption less than as mentioned will be recovered @ Rs. 450/ltr 4) Any leakages complaints received with a period of 5 years from the date of competion.The contractor shall employee sufficient labour and rectify the leakages immediately within 7 days of those of such complaint from EIC

127.01 a) Over sand faced plaster / Form finished surfaces Sqm Excess(+) Full Conversion INR

127.02 b) Over rough cast plastered surfaces Sqm Excess(+) Full Conversion INR

128 Providing & laying rough shahabad stone 40 to 50 mm thick for pavement in footpath including supplying & levelling the stone grit and dust of 50 mm thick in proper line or slope including filling the joints with 30 mm thick PCC 1:2:4 using agg. of 10 mm size an finishing of joints with CM 1:3 with 15 mm x 10 mm groove all around the stone and including providing 100 x 100 mm edging with cement concrete 1:2:4 cleaning site cutting bushes, plants & levelling the surface by excavation upto 150 mm thick, transporting & disposal of the unwanted materials like cut grass, vegetation, surplus earth, debris at directed place etc complete all as per specifications and as directed by the Engineer- in- Charge. Sqm Excess(+) Full Conversion INR

129 Removing & relaying old shahabad stone for pavement in footpath including supplying & levelling the stone grit and dust of 50 mm thick in proper line or slope including filling the joints with 30 mm thick PCC 1:2:4 using agg. of 10 mm size an finishing of joints with CM 1:3 with 15 mm x 10 mm groove all around the stone and including providing 100 x 100 mm edging with cement concrete 1:2:4 cleaning site cutting bushes, plants & levelling the surface by excavation upto 150 mm thick, transporting & disposal of the unwanted materials like cut grass, vegetation, surplus earth, debris at directed place etc complete all as per specifications and as directed by the Engineer- in- Charg Sqm Excess(+) Full Conversion INR

130 Providing and filling of joints of existing Shahabad stone flooring by filling the joints with 30 mm thick PCC 1:2:4 using agg. of 10 mm size an finishing of joints with CM 1:3 with 15 mm x 10 mm groove all around the stone at all locations including breaking of old damaged joints and clearing of debris etc. all complete and as directed by Engineer-in-charge. Sqm Excess(+) Full Conversion INR

131 Supplying & fixing in position at all floors and location 25mm thick PVC integral free foam sheet in the form of flush finished door shutter manufactured by M/s. Jain Irrigation Systems Ltd. ( Ex-cel sheet), M/s. Rajshri plastiwood or approved equivalent of white/approved colour solid section, extruded rigid, light weight sheet with fine and homogeneous closed cell structure with smooth, glossy, hard surface finish on both sides including providing recess for hinges, providing & fixing 3 nos 100 mm heavy duty S.S. hinges and 2 Nos. 100 mm heavy duty aluminium baby latches, 2 nos. of 100 mm Al. Bow handles with back plate including providing an opening of size (200 mm X 150 mm) / (300 mm X 200 mm) or as shown in the drawing wherever required for providing and fixing PVC moulded louvers on both faces in the opening with S. S. screws, fixing shutters in position to granite/ steel frames (Frame shall be paid separately under relevant item) at all floors by cutting / planing required if any, fixing with wooden packing pieces if required, including finishing all edges smooth with mixture of PVC powder & solvent including wastages, labours tools etc all as per specifications, drawings & as directed by the Engineer in charge.C. Note:- 1) The entire door shall be jointless shutter. 2) The sizes shall be approximately 650 mm x 2000mm, however exact dimensions shall be measured at site before manufacturing. Sqm Excess(+) Full Conversion INR

132 Providing and fixing in position at all floors, levels / heights 18 mm thick mirror polished natural stones slab for door frame in two overlapping layers one piece full length / height of approved shade, finished sizes as directed including machine cut / hand cut, final cleaning, moulding and polishing of exposed edges, in line, level, plumb and fixing the stone with cm 1:4 (Using factory made Ready Mix Mortar only), 20mm backing & overlapping of 20mm shall be fixed with Araldite adhesive, with best workmanship, finishing, curing, etc. complete all as per specifications, drawings & as directed by the EIC. Note : Exposed surface on Elevation & exposed vertical finished face shall be measured for payment in sqm. Overlapping & edges etc shall not be measured.

132.01 b) Baroda Green marble Stone. Sqm Excess(+) Full Conversion INR

133 Reinforcement for RCC For Below Plinth Level (In Sub Structure) Thermo Mechanically Treated bars of grade Fe-500 D / Fe-550 D, manufactured by SAIL, TATA STEEL, JSW, JSPL and RINL.work including supplying, delivering, storing of various diameters as required at site of work including loading, unloading, transporting, decoiling, straightening,cutting, bending, placing in position at all floors, locations & levels and binding with 18 gauge, soft drawn annealed steel binding wire including carrying out various tests as required etc. all as per specifications, drawings & as directed by the Engineer-in-Charge. (Note: The cost of binding wire shall be borne by the contractor and binding wire shall not be measured for payment.) MT Excess(+) Full Conversion INR

134 Supplying and fixing supporting frame using Galvanised Iron section work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. for cladding work at all levels and locations as per site condition, drawing and pattern as required at site, embedding inside masonry/ concrete wall, cutting of reinforcement if any including cutting, hoisting, fixing in position using 10 dia. Anchor fasteners of M/s Hilti and applying zinc coating of 460 gsm (both side inclusive) as per IS : 277 including welding and bolted with special shaped washers including necessary scaffolding etc. complete all as per specification and as directed by the Engineer- in- Charge. Kg Excess(+) Full Conversion INR

135 Removing of existing electrical/ communication cables from parapet wall, walls etc. and Refixing the same to the required location after completion of work at all levels including necessary scaffolding complete all as per specification and as directed by Engineer- in- Charge. RM Excess(+) Full Conversion INR

136 Providing and fixing aluminium grill 10mm thick DECO GRILL make model no DG202 (Red colour) in approved colour anodising of Min 15 micron with a opening size of 60mm X 45mm and minimum weight of 4.282 kg/Sqm including providing and fixing on ventilator windows suitable F & H frame section outer frame and mullion fixing with screw, double tubular necessary scaffolding complete. all as per specification and as directed at site by the Engineer-in-Charge (Aluminium alloy shall be of 6063-T6 with yield strength of 6.5Kg/Sqm) Sqm Excess(+) Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

Select, Excess (+), Less (-) Less (-)

Tender Inviting Authority:

Name of Work: Upgradation of Shaft and terrace water supply and sewage pipe lines and other miscellaneous works in Type I-A (transit) and II-B buildings under Western Sector Maintenance Unit at Anushaktinagar, Mumbai

Contract No DCSEM/CQD/QSB/25-26/NIT/76 dt.27.02.2026

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

2 PART II : REBATE ITEMS

201 a) GI Pipes

201.01 i) 15 mm n.b RM Less(-) Full Conversion INR

201.02 ii) 20 mm n.b RM Less(-) Full Conversion INR

201.03 iii) 25 mm n.b RM Less(-) Full Conversion INR

201.04 iv) 32 mm n.b RM Less(-) Full Conversion INR

201.05 v) 40 mm n.b RM Less(-) Full Conversion INR

201.06 vi) 50 mm n.b RM Less(-) Full Conversion INR

202 b) CI & PVC/SWR pipes

202.01 i) 75 mm dia. RM Less(-) Full Conversion INR

202.02 ii) 100 mm dia. RM Less(-) Full Conversion INR

202.03 ii) 160 mm dia. RM Less(-) Full Conversion INR

203 c) GM gate valves up to 50 mm dia.

203.01 i) 15 mm n.b Each Less(-) Full Conversion INR

203.02 ii) 20 mm n.b Each Less(-) Full Conversion INR

203.03 iii) 25 mm n.b Each Less(-) Full Conversion INR

203.04 iv) 32 mm n.b Each Less(-) Full Conversion INR

203.05 v) 40 mm n.b Each Less(-) Full Conversion INR

203.06 vi) 50 mm n.b Each Less(-) Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

Please Enable Macros to View BoQ information

GOVERNMENT OF INDIA

DEPARTMENT OF ATOMIC ENERGY

DIRECTORATE OF CONSTRUCTION, SERVICES AND ESTATE MANAGEMENT

3rd floor, Vikram Sarabhai Bhavan, Anushaktinagar, Mumbai – 400 094 Telephone: (022) 25487324 / 25487323 Fax: (022) 2556 5362

TECHNICAL DATA SHEET

NIT No. DCSEM/CQD/QSB/25-26/NIT/76 dt.27.02.2026

Upgradation of Shaft and terrace water supply and sewage pipe lines and other miscellaneous works in Type I-A (transit) and II-B buildings under Western Sector Maintenance Unit at Anushaktinagar, Mumbai

S. NO PARTICULARS DATA TO BE FILLED UP REMARKS

PART I : DETAIL OF THE AGENCY

I Name of the Agency Full name as per Regd. Cer.t

II Type of Firm Proprietoryship/ partnership/Limited Company/ any other

III Registration details with PWD/CPWD etc. Pl. furnish date of Registration and its validity

IV Yaer of establishment

V Postal address Pl indicate full postal Address with PIN

VI Contact with STD code

VII Fax with STD code

VIII Name of Contact person

PART II : DOCUMENTS TO BE SCANNED AND UPLOADED.

1 Financial Turn Over Certified by CA

2020-2021 PL. FILL UP AMOUNT & UPLOAD SCANNED COPIES

Average of last 3 years

2 Profit & Loss Statement Certified by CA

2020-2021 PL.FILL UP AMOUNT & UPLOAD SCANNED COPIES

3 Latest Bank Solvency Certificate. PL. FILL UP AMOUNT, DATE & UPLOAD SCANNED COPY

4 List of Similar Works carried out in last 7 years i) Agency for whom exceuted ii) Value of Work iii)Stipulated and Actual time of Completion. PL. FILL UP DETAILS IN SEPARATE SHEET & UPLOAD SCANNED COPIES

3 similar works works a) PL. FILL UP THE AMOUNT & UPLOAD SCANNED COPY

2 similar works works a) PL. FILL UP THE AMOUNT & UPLOAD SCANNED COPY

1 similar works works PL.FILL UP AMOUNT AND UPLOAD SCAN NED COPY

5 Bidding Capacity PL.FILL UP AMOUNT AND UPLOAD SCAN COPY

6 List of all works in Hand indicating: i)Agency ii) Value of Work iii) Stipulated time of completion/ present position etc. PL. UPLOAD SCANNED COPIES

Typr of works executed since last seven years PL. UPLOAD SCANNED COPY

7 List of Construction Plants and Machinery. PL. UPLOAD SCANNED COPY

Maximum amount of single works executed since lats 7 years PL. UPLOAD SCANNED COPY

8 List of Technical Staff. PL. UPLOAD SCANNED COPY

9 Certificates: (MANDATORY)

i) Registration Certificate if any PL. FILL UP REGD. NUMBER & UPLOAD SCANNED COPY

ii) Certificates of Work Experience /Performance certificates PL. FILL UP REGD. NUMBER & UPLOAD SCANNED COPY

iii) PAN (Permanent Account Number) PL.FILL UP PAN & UPLOAD SCANNED COPY

iv) Certificates of Registration for Goods and Services Tax (GST) PL. FILL UP REGD. NUMBER & UPLOAD SCANNED COPIES

v) EPFO registration certificate. PL. FILL UP REGD. NUMBER & UPLOAD SCANNED COPIES

vi) ESIC registration certificate.

vii) BOCW (Building and Other Construction Workers ) Welfare Board registration certificate PL. FILL UP REGD. NUMBER & UPLOAD SCANNED COPIES

viii)Scanned copy of 'Bid Declaration form' in lieu of EMD PL. UPLOAD SCANNED COPY

10 Undertaking that the eligible similar work(s) have not been executed through another contractor on back to back basis: PL. UPLOAD SCANNED COPY

11 UNDERTAKING PL. UPLOAD SCANNED COPY (MANDATORY)

UNDERTAKING: I / We have read and examined the E-Tender Notice for Inviting Pre Qualification (PQ) of Contracting Agencies, Section I, II & III, & other documents and rules referred to and all other contents in the tender documents for the work AND ACCORDINGLY I / We, hereby submit credentials and other documents as are provided for, by, and in respects in accordance with, such conditions so far as applicable.

12 I/We have downloaded and gone through the pre-bid clarifications issued by the Department after close of sale of tenders and submitting tender accordingly. PL. UPLOAD SCANNED COPY (MANDATORY)

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ.TECHNICAL DATA SHEET, FORM A AND B, FORM C,

FORM D, FORM E , FORM F , FORM G, FORM H,FORM I & FORM J

GOVERNMENT OF INDIA

DEPARTMENT OF ATOMIC ENERGY

DIRECTORATE OF CONSTRUCTION, SERVICES AND ESTATE MANAGEMENT

3rd floor, Vikram Sarabhai Bhavan, Anushaktinagar, Mumbai – 400 094 Telephone: (022) 25487324 / 25487305 Fax: (022) 2556 5362

Form "A" & "B" Financial Information & Bank Solvency

NIT No. DCSEM/CQD/QSB/25-26/NIT/76 dt.27.02.2026

Upgradation of Shaft and terrace water supply and sewage pipe lines and other miscellaneous works in Type I-A (transit) and II-B buildings under Western Sector Maintenance Unit at Anushaktinagar, Mumbai

S. NO PARTICULARS REMARKS

I Name of the Agency

BELOW GIVEN DOCUMENTS TO BE SCANNED AND UPLOADED IN THE WEBSITE www.eprocure.gov.in/eprocure/app WITHIN THE PERIOD OF SUBMISSION SCAN COPY ATTACHED "YES" OR "NO"

1 Financial Turn Over Certified by CA Gross turnover Amount in lakh Profit/ Loss Amount in lakh Certified by Chartered Accountant

2 Latest Bank Solvency Certificate.

3 Financial Arrangements for carrying out the proposed work

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ.TECHNICAL DATA SHEET, FORM A AND B, FORM C,

FORM D, FORM E , FORM F , FORM G, FORM H,FORM I & FORM J

GOVERNMENT OF INDIA

DEPARTMENT OF ATOMIC ENERGY

DIRECTORATE OF CONSTRUCTION, SERVICES AND ESTATE MANAGEMENT

3rd floor, Vikram Sarabhai Bhavan, Anushaktinagar, Mumbai – 400 094 Telephone: (022) 25487324 / 25487305 Fax: (022) 2556 5362

FORM C : Details of all similar works completed in all respect during the last seven years ending previous day of last date of submission of tenders.(Starting with latest work)

NIT No. DCSEM/CQD/QSB/25-26/NIT/76 dt.27.02.2026

Upgradation of Shaft and terrace water supply and sewage pipe lines and other miscellaneous works in Type I-A (transit) and II-B buildings under Western Sector Maintenance Unit at Anushaktinagar, Mumbai

S. NO Name of the work/ Project and location Owner or sponsoring organisation Cost of work Rupees (in lakhs) Date of commencement as per contract Stipulated date of Completion Actual date of completion Litigation/ arbritation pending/ in progress (with details) Name & addresses/ Phone Nos of the officers to whom reference can be made. REMARKS

Name of the Agency

* Indicate gross amount claimed and amount awarded by the Arbitrator if any.

i) The agency may submit separate form for giving details of work (completed) for each year to fill up the details as above.

Separate sheets if any shall be numbered in sequence.

ii) The scanned copies of the work orders for each work be uploaded . BOQ shall be furnished at a later date on request.

iii) Certified that the above list of works is complete and no work has been left-out and the information given is correct to my

knowledge and belief.

iv) The hard copy all similar works completed during last seven years ending previous day of last date of submission of tenders.

shall also be submitted on or before due date.

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ.TECHNICAL DATA SHEET, FORM A AND B, FORM C,

FORM D, FORM E , FORM F , FORM G, FORM H,FORM I & FORM J

GOVERNMENT OF INDIA

DEPARTMENT OF ATOMIC ENERGY

DIRECTORATE OF CONSTRUCTION, SERVICES AND ESTATE MANAGEMENT

3rd floor, Vikram Sarabhai Bhavan, Anushaktinagar, Mumbai – 400 094 Telephone: (022) 25487324 / 25487305 Fax: (022) 2556 5362

FORM D : Details of all works of any nature under execution or awarded (No work shall be left out).

NIT No. DCSEM/CQD/QSB/25-26/NIT/76 dt.27.02.2026

Upgradation of Shaft and terrace water supply and sewage pipe lines and other miscellaneous works in Type I-A (transit) and II-B buildings under Western Sector Maintenance Unit at Anushaktinagar, Mumbai

S. NO Name of the work/ Project and location Owner or sponsering organisation Cost of work Rupees (in lakhs) Date of commencement as per contract Stipulated date of Completion Upto date percentage progress of the work Slow progress, if any and reasons thereof. Name & addresses/ Phone Nos of the officers to whom reference can be made. REMARKS

Name of the Agency

i. The agency may submit separate form for giving details of each project (in progress/awarded) and fill up the details

as above. Separate sheets if any shall be numbered in sequence.

ii. The scanned copies of the work orders for each work be uploaded. BOQ shall be furnished at a later date on request.

iii. Certified that the above list of works is complete and no work has been left-out and the information given is correct

to my knowledge and belief

iv. The hard copy all works of any nature in hand and awarded shall also be submitted on or before due date. No works

shall be left out

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ.TECHNICAL DATA SHEET, FORM A AND B, FORM C,

FORM D, FORM E , FORM F , FORM G, FORM H,FORM I & FORM J

GOVERNMENT OF INDIA

DEPARTMENT OF ATOMIC ENERGY

DIRECTORATE OF CONSTRUCTION, SERVICES AND ESTATE MANAGEMENT

3rd floor, Vikram Sarabhai Bhavan, Anushaktinagar, Mumbai – 400 094 Telephone: (022) 25487324 / 25487305 Fax: (022) 2556 5362

FORM E : Performance Reports of Works (Separate certificates for each work)

NIT No. DCSEM/CQD/QSB/25-26/NIT/76 dt.27.02.2026

Upgradation of Shaft and terrace water supply and sewage pipe lines and other miscellaneous works in Type I-A (transit) and II-B buildings under Western Sector Maintenance Unit at Anushaktinagar, Mumbai

Name of the Agency

S. NO Name of the Work/ Project & Location Agreement No. Estimated Cost Tendered Cost Date of start Date of completion Amount of compensation levied for delayed completion, if any. Amount of reduced rated item, if any. Performance report REMARKS

(i) Stipulated date of Completion (ii) Actual Date of Completion (iii) Present position of the work, if in progress. (1) Quality of work (2) Financial soundness (3) Technical profiency (4) Resourcefulness (5) General behaviour (6) Time consciouness

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ.TECHNICAL DATA SHEET, FORM A AND B, FORM C,

FORM D, FORM E , FORM F , FORM G, FORM H,FORM I & FORM J

GOVERNMENT OF INDIA

DEPARTMENT OF ATOMIC ENERGY

DIRECTORATE OF CONSTRUCTION, SERVICES AND ESTATE MANAGEMENT

3rd floor, Vikram Sarabhai Bhavan, Anushaktinagar, Mumbai – 400 094 Telephone: (022) 25487324 / 25487305 Fax: (022) 2556 5362

NIT No. DCSEM/CQD/QSB/25-26/NIT/76 dt.27.02.2026

Upgradation of Shaft and terrace water supply and sewage pipe lines and other miscellaneous works in Type I-A (transit) and II-B buildings under Western Sector Maintenance Unit at Anushaktinagar, Mumbai

FORM F: STRUCTURE AND ORGANISATION

1 Name & Postal Address of the applicant:

2 Telephone No./Telex No./Fax No.

3 Legal status of the applicant (Please tick and attach attested copies of original document defining the legal status)

(a) An individual; (b) A proprietary firm; (c) A firm in partnership (d) A limited company or Corporation

4 Particulars of registration with various Government bodies (scanned & uploaded photocopy) Sl.No. Dept/Organisation &Place of registration Registration No.

5 Names and Titles of Director & Officers with designation proposed to be concerned with this work

6 Designation of individuals authorised to act for the organisation

7 Was the agency ever required to suspend construction for a period of more than six months continuously after you commenced the construction? If so, give the name of the project and reasons of suspension of work.

8 Has the agency or any constituent partner in case of partnership firm, ever abandoned the awarded work before its completion? If so, give name of the project and reasons for abandonment.

9 Has the agency, or any constituent partner in case of partnership firm, ever been debarred / black listed for tendering in any organisation at any time? If so give details.

10 Has the agency, or any constituent partner in case of partnership firm , ever been convicted by a court of law? If so, give details.

11 In which fields of Engineering construction the applicant has specialisation and interest?

12 Any other information considered necessary but not included above.

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ.TECHNICAL DATA SHEET, FORM A AND B, FORM C,

FORM D, FORM E , FORM F , FORM G, FORM H,FORM I & FORM J

GOVERNMENT OF INDIA

Department of Atomic Energy

Dierctorate of Construction, Services & estate Management

3rd floor, Vikram Sarabhai Bhavan, Anushaktinagar, Mumbai – 400 094

NIT No. DCSEM/CQD/QSB/25-26/NIT/76 dt.27.02.2026

Upgradation of Shaft and terrace water supply and sewage pipe lines and other miscellaneous works in Type I-A (transit) and II-B buildings under Western Sector Maintenance Unit at Anushaktinagar, Mumbai

Form "G"- DETAILS OF TECHNICAL & ADMINISTRATIVE PERSONNEL TO BE EMPLOYED FOR THIS WORK

Name of the Agency

Sr. No Name Designation Qualifications Professional experience and details of work carried out How these would be involved in this work Remarks

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ.TECHNICAL DATA SHEET, FORM A AND B, FORM C,

FORM D, FORM E , FORM F , FORM G, FORM H,FORM I & FORM J

GOVERNMENT OF INDIA

Department of Atomic Energy

Dierctorate of Construction, Services & estate Management

3rd floor, Vikram Sarabhai Bhavan, Anushaktinagar, Mumbai – 400 094

NIT No. DCSEM/CQD/QSB/25-26/NIT/76 dt.27.02.2026

Upgradation of Shaft and terrace water supply and sewage pipe lines and other miscellaneous works in Type I-A (transit) and II-B buildings under Western Sector Maintenance Unit at Anushaktinagar, Mumbai

Form H- DETAILS OF CONSTRUCTION PLANT AND EQUIPMENT LIKELY TO BE USED IN CARRYING OUT THIS WORK

Name of the Agency

Sr. No Name of Equipment/ Plant Nos Capacity or Type & make Age Condition Ownership status Current Location Remarks

Presently owned Leased To be purchased Proposed to be hired

1 Earth...moving

Excavators (various sizes)

2 Equipment for hoisting

2. Building hoist

3 Equipment for concrete work

1 Concrete batching plant

2.Concrete pump

3.Concrete transit mixer

4.Concrete mixer (diesel)

5.Concrete mixer (elect.)

6.Needle vibrator (elect.)

7.Needle vibrator(petrol)

8.Needle vibrator (elect/petrol)

9. Curing pumps (various capacities)

4 Equipment for building work

1. Block making machine

2. Bar bending machine

3. Bar cutting machine

4. Wood thickness planers

5. Drilling machine

6. Circular saw machine

7. Welding generators

8. Welding transformers

10. Steel shuttering

11. Steel scaffolding

12. Grinding/ Polishing machines

5 Testing Equipments

1. Cube Testing

2. Sieve analysis

3. Ultrasonic test

5. Micron gauger

6. Moisture Metre

6 Equipment for transportation

3. Water tankers

7 Pneumatic equipment

1.Air compressors (diesel)

2. Air Compressors ( Elect)

8 Dewatering equipment

1.Pump (diesel)

2.Pump (electric)

9 Power equipment

1.Diesel generators

10 Any other plants/equipments

12 Equipment for Piling works

1. Hydraulic piling rig

NOTE: THE AGENCY MUST FILL UP ALL THE SHEETS VIZ.TECHNICAL DATA SHEET, FORM A AND B, FORM C,

FORM D, FORM E , FORM F , FORM G & FORM H.