External repairs and painting of Krishna, Kaveri and Saraswati buildings at Western side of Anushaktinagar, Mumbai

Tender Inviting Authority:

Name of Work: External repairs and painting of Krishna, Kaveri and Saraswati buildings at Western side of Anushaktinagar, Mumbai

NIT No: DCSEM/CQD/QSB/25-26/NIT/74 dt.19.02.2026

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 panalty 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 at site and disposed at a location in Anushaktinagar as identified by EIC. 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.500/- per Cu.M / day.

5. Contractor should arrange viscosity meter (cup type) at site for measuring viscosity of paint.

6. The empty paint buckets will remain in custody of department up till completion of work for accounting purpose.

7.No Escalation is applicble for this work.

8. Supervisors of work are required to have mendatory PVC so that labour can be allowed by them base of I-card.

Name of Work: External repairs and painting of Krishna, Kaveri and Saraswati buildings at Western side of Anushaktinagar, Mumbai

NIT No: DCSEM/CQD/QSB/25-26/NIT/74 dt.19.02.2026

NOTES FOR SCAFFOLDING

1. The building include G+3 storeyed & hence contractor has to observe all safety procedure while working on heights as per I.S. 3696 (Part-I) - 1987. (Safety Code for scaffolds).

2.Contractor has to make his own arrangement at his expenses to provide sufficient safety belts & helmets of approved quality & make before commencement of work and should be shown to EIC for verifying the quality & quantity of safety belt / helmet sets.

3. Labours working on the scaffolding should be with safety belts, helmets and they should wear the same while working. Labours seen not wearing safety belts & helmets shall be sent out of the work site immediately and a penalty of Rs.1000.00 per person per day will be levied.

4. The scaffolding once provided for the repair work shall be removed after the entire repair work is completed in all respects and payment shall be made after completion of painting work and shall be measured once only.

5. Suitable nylon net with a mesh size of 25mm shall be provided at 4 M. height from the ground level around the buildings upto a distance of minimum 3 M. from the edge of the building in all sides to catch any falling objects causing accidents.

6. Screen of suitable material shall be provided to the full height of scaffolding and securely tied to protect falling bodies coming out during the repair work is in progress.

7. To protect workers on lower platform against falling objects from higher level over head protection should be provided on the scaffolds.

8. Contractor has to provide nylon mesh and screen to avoid falling bodies at his own cost and no extra payment shall be made for same.

9. The workers engaged on the repair work are required to be insured as per Government norms at the cost of contractor.

10. Necessary aluminium/ M.S. ladder shall be provided at the cost of the contractor, to the full height of scaffolding at required locations around the building to enable department Engineer/ Supervisor clamp up and closely watch the repair building.

11. Contractor has to make own arrangement at his expenses for temporary sealing the windows with plywood, to avoid breaking of windows panes, during the progress of work.

12. Tubular props shall be provided before commencing the repair work for any structural member and shall be removed after 7 days of completion of repair work.

13. Design of scaffolding for carrying out above work as per all relevant IS Codes & specification shall be submitted by contractor within 10 days of award of work and shall got approved by Engineer-in-charge.

14. At least 1/3 of the total scaffolding required shall be procurred/ arranged at site of work within 20 days of award of work .

15. All working platform must be of minimum 600 mm wide, made of M.S pipe and must have guard rails as per specification.

16. The mode of measurement shall be the over all (plain) external surface areas of building covered by the scaffolding measured flat and no deduction shall be made for any openings in the surface. Nor the jambs, sill, soffits etc. of such openings shall be measured for payment. After finishing, Name of building & flat nos in stairecase shall be written in glow paint as per existing pattern.

17. After finishing , Name of building and flat no's in staircase shall be written in glow paint as per existing pattern.

18. Agency has to refix the cable removed during repair works with necessary clipping if any at his own cost.

19. Additional support has to be taken from the terrace for stability of the scaffolding.

20. Suitable cushion to be provided for the counter weight station at the terrace to avoid damaging of water proofing.

21. Anchor fastener required for the scaffolding shall be included in the quoted rate of item, the agency has to provide 8mm dia S.S anchor fastner at his own cost. The anchor fastner should be fixed @ 2 no's(Minimum per floor for gable end wall/External lift wall) and after the completion of work, anchor fastner should be cut and sealed the gap with polymer modified mortar properly.

NOTES FOR PLASTERING WORK:

1. Premix shall be factory made and shall be with OPC. 43 grade

2. Sand used in premix shall be Confirming to IS-383 and as per Specification.

3. Premix plaster shall be cement mortar 1:4

4. Premix plaster factory made material must be in sealed cover. All precuation as in cement shall be observed.

5. Each lot / batch of material supply shall preferably be supplied direct from factory to site.

6. Manufacture must give date of manufacture of cement used and date of Manufacture of premix plaster.

7. Each lot / batch must be tested for cement content and compreshive strength.

8. The contractor must take full precautions that original brick work is not damaged while dismantling of plaster. In case 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.

NOTE FOR PAINTING WORK

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

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

Tender Inviting Authority:

Name of Work:External repairs and painting of Krishna, Kaveri and Saraswati buildings at Western side of Anushaktinagar, Mumbai

Contract No: DCSEM/CQD/QSB/25-26/NIT/74 dt.19.02.2026

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

Total in Figures

Quoted Rate in Figures Select

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

Tender Inviting Authority:

Name of Work: External repairs and painting of Krishna, Kaveri and Saraswati buildings at Western side of Anushaktinagar, Mumbai

Contract No: DCSEM/CQD/QSB/25-26/NIT/74 dt 19.02.2026

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 a) Supplying and erecting M.S. tubular scaffolding using 'H' frames of M/s. Acrow India (or) equivalent with horizontal and vertical rows @ suitable spacing as per I.S. specification which should be suitably overlapped at junctions and cross braced wherever required and securely tied, supporting the scaffolding with building members as permitted by the Engineer-in-Charge, including all pipes of scaffolding shall be atleast 40mm n.b. dia heavy class seamless pipe, providing necessary safety belt and helmet to the workers and dismantling & taking back the scaffolding, safety belt and helmet after the repair works are completed all as per specifications and directed by the EIC.

101.01 a)M S Steel scaffolding Sqm Excess(+) Full Conversion INR

102 Providing and erecting double bamboo scaffolding using minimum 50 to 75mm dia best quality bamboos tied with coir rope and the horizontal and vertical members of the bamboos to be provided as required at spacing's of not more than 900mm apart both horizontally and vertically including providing cross supports as struts to the scaffolding properly to the building for maintenance/ repair works of external surfaces of buildings as and when required including providing necessary safety belt and helmet to the workers, dismantling the scaffolding and taking back the scaffolding, safety belt and helmet after the repair works are completed including cost of transportation, labours, bamboos etc. complete all as per specifications and directed by the EIC.

102.01 a)Double bamboo scaffolding Sqm Excess(+) Full Conversion INR

103 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

103.01 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. Measurement shall be taken as per Kg consumption of polymer liquid only for above mentioned operations. Kg Excess(+) Full Conversion INR

103.02 b) Repairing with polymer bonded mortar up to 35mm thick in layers of not exceeding 20mm (with out chicken mesh) in a day (proportion- cement 50 Kg : silica sand 125 Kg) with applying protection coat / bond coat to reinforcement, bond coat to old concrete and bond coat for every successive layers of 20mm thick in proportion polymer : Cement-1:1 by volume as per specification including covering the floor/windows with tarpaulin or equivalent covering material etc., and cleaning after repair etc., complete all as per specifications and as directed by the Engineer in charge. The rate is inclusive of protection coat /Bond coat of polymer. Sqm Excess(+) Full Conversion INR

103.03 c) Repairing with polymer bonded mortar average 70 mm thick in layers not exceeding 20 mm in a day (proportion – cement 50 kg : silica sand 125 Kg. ) with applying protection coat / bond coat to reinforcement and bond coat for every successive layers of 20 mm thick in proportion Polymer : cement – 1:1 by volume as per specification including one layer of Chicken mesh 22 gauge, including covering the floor / windows with tarpaulin or equivalent covering material etc. and cleaning after repairs, curing etc. complete all as per specifications and as directed by the EIC. The rate is inclusive of protection coat /Bond coat of polymer. Sqm Excess(+) Full Conversion INR

104 Jacketing and strengthening of R.C.C column with free flow self compacting micro concrete made with Roff concrete Repair (Super flow micro concrete) manufactured by M/S. Roff construction chemical, (or) Renderoc RG manufactured by M/s. Fosroc chemicals (India) limited (or) ESSEN construction chemical or other approved equivalent make, which consist of dismantling loose concrete along with plaster, cleaning the reinforcement thoroughly with wire brush and finally with acetone, making micro concrete by mixing prepacked dry micro concrete and water in proportion as prescribed by the manufacture, mixing them thoroughly for 5 minutes for achieving free flow state of micro concrete, pouring the micro concrete in layers, compacting the concrete by blowing strokes with 16mm steel rod curing for 10 days (curing shall be commenced immediately after 4 hours of pouring concrete) etc. including providing shuttering and disposal of debris at a location in Anushaktinagar as identified by EIC etc. complete all as per specifications and as directed by the EIC . NOTE: 1. Measurement shall be taken as per actual consumption of pre-packed dry micro concrete in Kg. used for structural repairing work. Kg Excess(+) Full Conversion INR

105 Reinforcement for reinforced cement concrete conforming to IS at all floors & levels including, supplying, cutting, bending, fixing and tying in position with 1.6 mm dia soft drawn annealed binding wire including cost of binding wire, labour etc. complete all as per specifications and as directed by the Engineer-in-Charge. Note: Binding wire required for the work shall be supplied by the contractor & the same will not be measured for payment.

105.01 a)With high yield strength deformed bars Fe 500 D grade MT Excess(+) Full Conversion INR

106 Sand faced cement plaster 20 mm thick in CM 1:4, two coats using factory manufactured pre mix/ready mix of 'Roofit Mix'of M/s Premier Floor to Roof Materials pvt.ltd/ 'Build well' Ready mix plaster of M/s Walplast Products pvt.ltd/ 'Readiplast' of M/s Ultratech Cement Ltd/ Readymade Polymerised Drymix plaster -Silicoplast of M/s. Precise Conchem Pvt.Ltd. or other approved equivalent make, having minimum composition of C:S :: 1:4 using fully treated dry, well graded natural sand conforming to IS 383 suitable for external plastering, having low rebound properties, low water demand for curing properties, mechnical mixing with water in a metalic tray only to make good consistency as per the specification of the Manufacturer and applied over exterior masonry and concrete surfaces with base coat of 12 mm thick and finishing coat of 8 mm thick final rendering,including using richer mix for making corners if necessary, at all floors and levels, including making grooves of existing size wherever required, including cleaning the surfaces, including membrane curing by applying one coat brush, roller or spray using acryalic based curing compound i.e. Resikure of M/s Anuvi Chemicals/ Concure Of M/s FOSROC or other equvalent ( as per manufacturer's specification ) including removing existing damaged/ worn out plastering and disposing off debris outside colony etc. complete all as per specifications & as directed by the EIC. Sqm Excess(+) Full Conversion INR

107 Rough cast cement plaster 25 mm thick in two coats, for base coat in CM 1:4 using factory manufactured pre mix/ready mix of 'Roofit Mix'of M/s Premier Floor to Roof Materials pvt.ltd/ 'Build well' Ready mix plaster of M/s Walplast Products pvt.ltd/ 'Readiplast' of M/s Ultratech Cement Ltd/ Readymade Polymerised Drymix plaster -Silicoplast of M/s. Precise Conchem Pvt.Ltd. or other approved equivalent make,having minimum composition of C:S :: 1:4 using fully treated dry, well graded natural sand conforming to IS 383 suitable for external plastering, having low rebound properties, low water demand for curing properties, mechnical mixing with water in a metalic tray only to make good consistency as per the specification of the Manufacturer and applied over exterior masonry and concrete surfaces at all floors & levels for base coat in 1:4, 12mm thick and finishing coat of 13 mm thick with cement and gravel in proportion of 1:3, including cleaning the surfaces, including membrane curing by applying one coat brush, roller or spray using acryalic based curing compound i.e. Resikure of M/s Anuvi Chemicals/ Concure Of M/s FOSROC or other equvalent ( as per manufacturer's specification ), including making grooves of existing size wherever required, including removing existing damaged /worm out plastering and disposing off debris outside colony etc. complete all as per specifications & as directed by the EIC. Sqm Excess(+) Full Conversion INR

108 Providing the truck mounted boom lift service for inspection of structure at higher elevations, emergency repairing, crack filling, plastering, painting, arresting leakage, removing wild vagitation, cleaning of ACP/glass panes etc in buildings, wherever it is required as per specifications including trasportation, fuel chages, Driver, assistant to driver etc., including all taxes and as directed by EIC. Note: 1. The agency has to observe all safety procedure while working on heights. 2. Labours working on the man lifter should be with safety belts, helmets and they should wear the same while working. Labours seen not wearing safety belts & helmets shall be sent out of the work site immediately and a penalty of Rs.1000.00 per person per day will be levied. 3. The workers engaged on the repair work are require to be insured as per Govt. noms at the cost of contractor. 4. Additional lift guard rope shall be provided from terrace of building. 5. All documets related to truck boom lifter shall be submitted to EIC. 6. If Boom lifter is breake down or suddenly its stops working due to any reason payment will be made against actual time spent for carring out work. 7. The rate mentioned above is per day for 8.5 working hours excluding lunch or any break. 8. Measurement of payment will be done by converting 8.5 Hr per day amount in to actual working time( from actual start of work to end of work). In case of breakdown, the measurement shall be taken proportionately. 9. The gate pass required for vehicle, driver and helper shall be arranged by Agency with approval of EIC.

108.01 providing and supply boom lifter for height more than 20 m up to 70 m height Note: one day indicates 8.5 Hrs working Per Day Excess(+) Full Conversion INR

108.02 providing and supply boom lifter up to 20 m height Note: one day indicates 8.5 Hrs working Per Day Excess(+) Full Conversion INR

109 Cement plastering using factory manufactured pre mix/ready mix mortar in CM 1:4 of pre mix/ready mix of 'Roofit Mix'of M/s Premier Floor to Roof Materials pvt.ltd/ 'Build Well ready mix plaster ' of M/s Walplast Products pvt.ltd/ 'Readiplast' of M/s Ultratech Cement Ltd / Readymade polymerised Drymix Plaster - Silicoplast of M/s. Precise Conchem Pvt. Ltd. or other approved equivalent make, having minimum composition of C:S :: 1:4 using fully treated dry, well graded natural sand conforming to IS 383 suitable for external plastering, having low rebound properties, low water demand for curing properties, mechnical mixing with water in a metalic tray only to make good consistency as per the specification of the Manufacturer and applied on internal wall and ceiling finished smooth with neeru over brick walls or concrete surfaces at all floors and levels, including curing and removing existing damaged/ worn out plastering and disposal of debris at a location in Anushaktinagar as identified by EIC etc. complete all as per specifications and as directed by EIC.

109.01 a) 12 mm thick Sqm Excess(+) Full Conversion INR

109.02 b) 15 mm thick. Sqm Excess(+) Full Conversion INR

110 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 Weathershield flexx rainproof 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 EIC.

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

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

111 Repainting of old painted surfaces with two coats synthetic oil bound distemper of approved shade and make over one coat of approved cement primer, including thoroughly scrapping, removal of old paint if any, sand papering & preparing the surfaces, applying approved stucco putty to entire surface to fill up crevices mild depression etc. scaffolding including cleaning of floors, doors & windows etc.& disposal of debris at a location in Anushaktinagar as identified by EIC etc. all as per specifications and as directed by the Engineer-in-Charge. Sqm Excess(+) Full Conversion INR

112 Painting old steel/wood work with two coats of synthetic enamel paint (Premium gloss enamel of asian paints or equivalant approved shade and make) over one coat of primer including preparing surfaces, filling with putty wherever required and cleaning etc. complete all as per specifications and as directed by the EIC.

112.01 a) On wooden surfaces with two finishing coat. Sqm Excess(+) Full Conversion INR

112.02 b) On steel surfaces like widows, collapsible doors,fencing wall, structural steel member, concertina/ barbed wire, chain link fencing etc. with two finishing coats over a coat of Sqm Excess(+) Full Conversion INR

113 Providing and applying two coat of Zycosil waterproof coating manufatured by Zydex Industries mixed in 1:2:20 propotion (1 Part Zycosil 2 Part Zycoprime 20 Parts of water) including filling up the stone masonry grooves with polymer rich cement silica sand mortar (1:2.5 with 200 ml of acrylic polymer) after scapping the old filling in any including cleaning surfaces of the stone masonry with water jet with high pressure water pump spray of at least 100kg/sq.m. and brushing / rubbing with coir to remove all foreing materials etc before applying zycosil waterproof coating etc. completed all as per specifications and directed by the Engineer - in - charge. Sqm Excess(+) Full Conversion INR

114 Providing and applying shrinkage crack filler of Dr.Fixit Crack X Paste / smart care crack seal of Asian paint in paste form / Aquatech crack filler in paste form of Dulux or other equaivalant material including opening the loose part of the existing crack , making the same in V - shape in required depth & width, cleaning the groove by removing dust, oil, grass, loose particals etc., press the crack filler in to the crack one time only with a spatula or putty knite and level the surface etc. completed all as per manufacturer's specifications and as per direction of the engineer-in-charge. Rm Excess(+) Full Conversion INR

115 Providing vatas 100 x 100 mm at junction of walls and chajjas, canopies etc. with curved finished surface using pre mix/ready mix mortar of approved Manufacturer in CM 1:4 to match the surrounding plaster to the required profile including removing existing damaged/ worn out vata, hacking the existing plaster for bonding and curing etc, all complete as per specifications and as directed by the EIC Rm Excess(+) Full Conversion INR

116 Providing and making Nosing with Water Proof Cement mortar of mixed 1:3 at joints of RCC & brick work & also extending the mortar projection to about 30 mm wide over finished plaster surface. ( In triangular shape 30 mm X 20 mm ) including curing etc.. complete all as per specifications and as directed by the Engineer in charge. Rm Excess(+) Full Conversion INR

117 Plain cement concrete 1:2:4 using graded stone aggregate of 20mm max. size at all floors, levels and locations including machine mixing, laying, consolidation, finishing, curing, etc. complete all as per specifications and as directed by the Engineer-in-Charge. Cum Excess(+) Full Conversion INR

118 Plain cement concrete 1:3:6 using graded stone aggregate of 20mm max. size at all floors, levels and locations including machine mixing, laying, consolidation, finishing, curing, etc. complete all as per specifications and as directed by the Engineer-in-Charge. Cum Excess(+) Full Conversion INR

119 Brick work 230 mm thick in super structure Class designation 75 in cement mortar 1:4 using well burnt locally available bricks of approved quality including scaffolding, raking out joints, curing etc. complete all as per specifications and as directed by the Engineer-in- charge. Cum Excess(+) Full Conversion INR

120 Pressure grouting through RCC wall by drilling holes in RCC to required depth (min 150 mm depth) without causing any damages to reinforcement, inserting 1/2'' dia PVC pipe in hole securing the sides of the hole with cement mortar 1:2, pressure grouting with a mix of Cement slurry with 225 gm Dr. Fixit pidicrete AM or equivalent per 50 kg cement bag and continuing the pressure grouting till the flow of cement slurry stops, removing the PVC pipe, sealing the hole with Polymer modified mortar etc. ensure curing by applying curing compound etc. Complete all as per specification and directed by EIC. Per Grout Excess(+) Full Conversion INR

121 Pressure grouting through RCC wall by drilling holes in RCC to required depth (min 150 mm depth) without causing any damages to reinforcement, inserting 1/2'' dia PVC/G.I pipe in hole securing the sides of the hole with cement mortar 1:2, pressure grouting with Epoxy Injection grout in proportion recommended by manufacturer( Make: Dr Fixit Epoxy Injection grout, Fosroc(Conbextra EP10) or equivalent )in to cracked honey-combed area of concrete by suitable gun/pump at required pressure as recommended by manfacturer, pressure grouting at all heights, levels and locations till the flow of Epoxy material stops and removing the PVC/ G.I. pipe, sealing the hole with Polymer modified mortar etc.Complete all as per specification and as directed by EIC. Kg Excess(+) Full Conversion INR

122 Providing and fixing structural steel of approved manufactures (yst=250N/mm2) using steel sections such as angles, flat,tees, channel etc. of required sizes at all levels and locations including cutting, fabricating, welding, erecting & fixing inposion, necessary scaffolding and including painting one coat Zinc chormate primerover shop coat of approved anti corrosive primer and two coats of synthetic ename lpaint of approved make and colour on all exposed surfaces etc. complete all as directed by the Engineer-in-charge. MT Excess(+) Full Conversion INR

123 Providing & fixing of 50 mm dia heavy quality (Class 'C') M.S. galvanized pipes as per (I.S. 1239-1968) including removing existing spout pipe, 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. grouting joints with cement morter 1:3 and as per directed by Engineer in charge NOTE : ( Mode of measurement :- The measurement shall per Unit RM length of pipe line includding pipe embeded in wall.) Rm Excess(+) Full Conversion INR

124 Providing & applying silicon selant in joints between slading window frame and stone jamb of approved quality of M/s. Dr. fixit. or approved equivalent including labour for cleaning the joint, filling the sealant ,removing excess sealant after application for width upto 5 mm x 5 mm depth etc. complete all as per manufacturer’s specifications. etc.complete all as directed by the Engineer-in-charge. Rm Excess(+) Full Conversion INR

125 Providing & laying at all floors & levels first quality ceramic tiles having size approx. ( 300 mm x 450 mm) of minimum thickness as specified by the manufacturer of M/S.H&R JHONSON (INDIA) Ltd. or euqivalent approved make of approved colors, shade and texture in flooring / dado / skirtingas per approved pattern. incluidng cost of all materials, including cement mortar, cutting the tiles to required shape, wastage, pointing the joints with white cement mixed wirh matching pigments to match the colour of the tiles, finished to line, level, slope & plumb, final cleaning of surface as required, curing , making necessary opening cutouts etc.and including removing existing flooring /dado/paint etc. and disposing of debris outside colony complete all as per specifications and as directed by the Engineer-in-Charge. Sqm Excess(+) Full Conversion INR

126 Providing and applying Asian paints smartcare Damp block white coloured coating over wall/conctrete surface including removing old paint, applying one coat of self priming coat of Apsmart care damp block (diluted with water in 1:1 ratio ) and applying two coats of AP smart care damp block (diluted with water in 3:1 ratio ) etc. complete as per specifications and as directed by the Engineer-in-Charge. Sqm Excess(+) Full Conversion INR

127 Providing & laying 18 mm thick machine cut and single side machine polished Baroda green marble stone for window cill, jamb, parapet top & bottom of lintel, stair riser in single piece laid over 20 mm thick 1:4 cement mortar (Using factory made Ready Mix Mortar only) including half round moulding & polishing of exposed face, necessary screwing at suitable span as directed by EIC etc complete. Sqm Excess(+) Full Conversion INR

128 Removing & refixing of existing CRCA sheets at all floor and locations, including bending at required angle, including necessary ridges and gable ends, valley, fixing the sheet with self tapping SS Screws fixed with machine with bituminous washers/ GL bolt of 8 mm dia., at all levels including necessary scaffolding etc. complete all directed by Engineer-in-Charge. Sqm Excess(+) Full Conversion INR

129 Removing of existing electrical / communication cables from parapet wall, walls etc and Refixing the same to the required location after completion of work with all the necessary fittings etc. complete all directed by Engineer-in-Charge. RM Excess(+) Full Conversion INR

130 Removing the existing SS lettering and SS name board of various sizes from walls, entrance etc. and Refixing the same to the required locations after completion of work with all the necessary fittings, adhesive etc. complete all directed by Engineer-in-Charge. Each Excess(+) Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

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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/74 dt.19.02.2026

External repairs and painting of Krishna, Kaveri and Saraswati buildings at Western side of 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/74 dt.19.02.2026

External repairs and painting of Krishna, Kaveri and Saraswati buildings at Western side of 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/74 dt.19.02.2026

External repairs and painting of Krishna, Kaveri and Saraswati buildings at Western side of 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/74 dt.19.02.2026

External repairs and painting of Krishna, Kaveri and Saraswati buildings at Western side of 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/74 dt.19.02.2026

External repairs and painting of Krishna, Kaveri and Saraswati buildings at Western side of 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/74 dt.19.02.2026

External repairs and painting of Krishna, Kaveri and Saraswati buildings at Western side of 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/74 dt.19.02.2026

External repairs and painting of Krishna, Kaveri and Saraswati buildings at Western side of 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/74 dt.19.02.2026

External repairs and painting of Krishna, Kaveri and Saraswati buildings at Western side of 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.