Road upgradation works along with other essential civil works, raising of platform for godown 1 and electrical upgradation work at CW Chirgaon.

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Price Bid ( Summary Sheet)

NIT Number CWC/RO-LKO/Engg./25-26/53T

Name of Work Road upgradation works along with other essential civil works, raising of platform for godown 1 and electrical upgradation work at CW Chirgaon.

NAME OF CONTRACTOR

Sd.-I SCH_I (CIVIL DSR) 17943276

Sd.-II Sch_II (CIVIL MR)

Sd. - III SCH_III (E&M DSR) 982857.5

Sd. - IV SCH_IV (E&M MR) 155961

Grand Total (In Figures)

Grand Total (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Sub-Schedule-I CIVIL DSR 2023

NIT Number CWC/RO-LKO/Engg./25-26/53T

Name of Work Road upgradation works along with other essential civil works, raising of platform for godown 1 and electrical upgradation work at CW Chirgaon.

NAME OF CONTRACTOR

Sr.No. Name of Work Total Amount (In Rs.) Quoted rates (Above/Below/At par) Rate to be quoted in percentage(%) Quoted % In Words Quoted amount in figure

1 Sub-Schedule-I CIVIL DSR 2023 17943276

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

Note Total CWC estimated Cost for this schedule including Cost Index, labour cess & applicable GST (Rs.) ₹ 1,58,09,820.48

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Sub-Schedule -II: CIVIL MR ITEMS

NIT Number CWC/RO-LKO/Engg./25-26/53T

Name of Work Road upgradation works along with other essential civil works, raising of platform for godown 1 and electrical upgradation work at CW Chirgaon.

NAME OF CONTRACTOR

Sr.No. Name of Work Total Amount (In Rs.) Quoted rates (Above/Below/At par) Rate to be quoted in percentage(%) Quoted % In Words Quoted amount in figure

1 Sub-Schedule -II: CIVIL MR ITEMS

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

Note Total CWC estimated Cost for this schedule including Cost Index, labour cess & applicable GST (Rs.) ₹ 1,26,08,138.47

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Sub-Schedule-III E&M DSR 2025

NIT Number CWC/RO-LKO/Engg./25-26/53T

Name of Work Road upgradation works along with other essential civil works, raising of platform for godown 1 and electrical upgradation work at CW Chirgaon.

NAME OF CONTRACTOR

Sr.No. Name of Work Total Amount (In Rs.) Quoted rates (Above/Below/At par) Rate to be quoted in percentage(%) Quoted % In Words Quoted amount in figure

1 Sub-Schedule-III E&M DSR 2025 982857.5

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

Note Total CWC estimated Cost for this schedule including Cost Index, labour cess & applicable GST (Rs.) ₹ 9,81,383.21

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Sub-Schedule -IV: E&M MR ITEMS

NIT Number CWC/RO-LKO/Engg./25-26/53T

Name of Work Road upgradation works along with other essential civil works, raising of platform for godown 1 and electrical upgradation work at CW Chirgaon.

NAME OF CONTRACTOR

Sr.No. Name of Work Total Amount (In Rs.) Quoted rates (Above/Below/At par) Rate to be quoted in percentage(%) Quoted % In Words Quoted amount in figure

1 Sub-Schedule -IV: E&M MR ITEMS 155961

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

Note Total CWC estimated Cost for this schedule including Cost Index, labour cess & applicable GST (Rs.) ₹ 1,55,961.00

CENTRAL WAREHOUSING CORPORATION

(A Govt.of India Undertaking)

SCHEDULE OF QUANTITY

Name of work : Road upgradation works along with other essential civil works, raising of platform for godown 1 and electrical upgradation work at CW Chirgaon.

Schedule A DSR 2023 based Civil Items

SLNo Description Qty Unit Rate Amount DSR-2023 No.

1 By Mechanical Transport including loading,unloading and stacking 1.1

1.1 Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. 22.31 cum 494.1 1.1.18

2 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 2.6

2.1 All kinds of soil 118 cum 177.5 2.6.1

3 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8

3.1 All kinds of soil. 682.08 cum 260.3 2.8.1

4 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 357.8 cum 196

5 Extra for every additional lif of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 2.26

5.1 All kinds of soil 245 cum 126.8 2.26.1

6 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. cum 2123.75 _ * #,##0.99_ ;_ * \-#,##0.99_ ;_ * "-"??_ ;_ @_ 2.27

7 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1

7.1 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) cum 8340.85 4.1.2

7.2 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 4.87 cum 7878.5 _ * #,##0.00_ ;_ * \-#,##0.00_ ;_ * "-"??_ ;_ @_ 4.1.3

7.3 1:4:8 (1 cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 128.07 cum 6812 4.1.8

8 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1

8.1 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 371.56 cum 9045.75 5.1.2

9 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 5.2

9.1 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 18.57 cum 10852.95 5.2.2

10 Centering and shuttering including strutting, propping etc. and removal of form for 5.9

10.1 Foundations, footings, bases of columns, etc. for mass concrete 373.2 sqm 392.15 5.9.1

10.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 3151.2 sqm 842.5 5.9.2

10.3 Suspended floors, roofs, landings, balconies and access platform 32 sqm 927.25 5.9.3

10.4 Lintels, beams, plinth beams, girders, bressumers and cantilevers 129.87 sqm 736.4 5.9.5

11 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22

11.1 Thermo-Mechanically Treated bars of grade Fe-500D or more. 25517.59 kg 107.85 5.22.6

12 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1

13 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 1920.22 kg 117.35

14 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16

14.1 Hot finished welded type tubes 965.01 Kg 194.4 10.16.1

15 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25

15.1 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 5062.5 Kg 172.6 10.25.2

16 Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. 10.27

17 15 mm cement plaster on the rough side of single or half brick wall of mix: 13.2

17.1 1:6 (1 cement: 6 fine sand) 274.27 sqm 383 13.2.2

18 Neat cement punning sqm 79.95

19 White washing with lime to give an even shade: 13.37

19.1 New work (three or more coats) 505.08 sqm 19723.37 13.37.1

20 Finishing walls with Acrylic Smooth exterior paint of required shade: 13.46

20.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) sqm 160.6 13.46.1

21 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 13.62

21.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 56.62 sqm 226.25 13.62.1

22 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 22.31 cum 3551.25

23 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 15.12

23.1 Of area beyond 3 sq. metres 36 each 502.75 15.12.2

24 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 1551.5 sqm 218.9 16.1

26 Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required. 16.13

26.1 Water bound macadam 87.34 cum 3078.05 16.13.2

27 Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. 16.46

27.1 Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade 'A' sealing compound conforming to IS: 1834. 154 one cm. depth one cm. width permetre length. 8.65 16.46.1

28 Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. 16.48

28.1 New work (Two or more coats) 178.54 sqm 51580.21 16.48.1

29 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78

29.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 310.3 cum 2784 16.78.1

30 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. 811.48 cum 2914.3

31 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth away from CWC Campus in all lead and lift, as directed by Engineer-incharge. All kinds of soil 663.3 Cum 267.45 NSI 1

32 Carriage of materials by mechanical transport including loading, unloading and stacking earth upto 2 km, including deduction of credit value of earth Cum 105 NSI 2

33 Providing and laying in position cement concrete 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) grade, in roads/ taxi tracks/ runways, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). 30.8 cum 327886.02 NSI 4

34 Providing and executing comprehensive surface preparation & treatment of existing degraded Bituminous/WMM roads prior to profile correction and Bituminous overlay, including - (i) Removal of loose, disintegrated aggregates and dust by mechanical broom, light scraping, and oil-free compressed air. (ii) Scarifying or light scraping of friable old premix coat wherever erodible or glossy, to expose sound base. (iii) Edge trimming and vegetation removal along berms up to 1.0 m width each side. (iv) Collecting and disposing of loosened material to the designated location outside campus with all leads/lifts. (v) Treatment of all small sizes (plan area up to 2 Sqm) potholes and scabs by cutting, trimming, cleaning and levelling. (vi) Applying prime coat with cationic bitumen emulsion SS-1 / SS-1h at 0.7 – 1.0 kg/m² on exposed granular/ WMM patches. (vii) Applying tack coat with RS-1/RS-1h at 0.25 – 0.30 kg/m² on existing bituminous areas/over primed surface, using calibrated distributors. Completing all operations as per MoRTH Clauses 111, 502 & 503, including protection of works, trial area approval, and QA/QC. Rate includes all labour, materials (including emulsion), tools, mechanical broom, air compressor, distributor, cleaning, waste disposal, traffic management, QA testing, and any other incidental works necessary to make the surface ready to receive DBM/BC overlay. 8773 sqm 81.45 NSI 5

35 Providing & Applying tack coat with RS-1/RS-1h at 0.25 – 0.30 kg/m² over DBM, using calibrated distributors. 8773 sqm 11.25 NSI 6

Total DSR (Modified Estimated Cost after using correction factor on DSR 2023 on account of GST @ 0.973) 17943276

CENTRAL WAREHOUSING CORPORATION

(A Govt.of India Undertaking)

SCHEDULE OF QUANTITY

Name of work : Road upgradation works along with other essential civil works, raising of platform for godown 1 and electrical upgradation work at CW Chirgaon.

Schedule A MR based Civil Items

SLNo Description Qty Unit Rate Amount DSR No./MR

1 Providing and Fixing at or near ground level precast cement concrete saucer drain of grade M-30 & above and size 450mm long, 600 mm wide and 100mm depth at the edge. The item includes all costs of drain i.e. cost of ingridient of drain such as sand, aggregate, cement. The rate shall also include all leads, lifts, materials, machine tools & plants, testing, labour etc. complete in all respect as directed by Engineer-in-charge. 722 metre 571318.6 MR 1

2 Supplying and laying PVC pipe of 6 kg/cm2 pressure of ISI brand A) 200 mm dia pipe. 40 metre 336.90000000000003 13476 MR 2

3 Providing and placing readymade cold bituminous pothole patching mix conforming to IRC:116 and guided by IRC SP:100, of approved make, for treatment and restoring of moderate size-shallow potholes/failed bays (i.e. where depth after cleaning is >50 mm but up to 150 mm from surrounding finished WMM/WBM top and Plan area is up to 2 Sqm ), prior to the Bituminous Base course overlay, after cutting, trimming, cleaning , drying/ wiping off excess water, brushing out loose material, levelling , applying tack coat to faces & bottom (RS-1/RS-1h) etc all preparatory operations before restoration treatment and then placing the cold mix in ≤50–75 mm compacted lifts, compaction with plate/ vibratory roller to achieve firm, trafficable surface, finishing flush with surrounding crust, collection & disposal of debris, and all incidentals—complete to the Engineer’s direction. 1579.14 sqm 42.900000000000006 67745.11 MR 3

4 Providing and laying Dense Bituminous Macadam (DBM) of specified grading (generally Grading–2) using viscosity graded bitumen VG–40 as binder, produced in a batch type hot-mix plant (60–90 TPH), transported hot and laid by sensor paver to required lines, grades and cross-sections, for use as binder course / profile correction layer, including heating of materials, mixing in required proportions as per approved Job Mix Formula (JMF), spreading, rolling with smooth-wheeled, vibratory and tandem rollers to achieve required compaction and density, complete in all respects as per MoRTH Clause 507, IS 73, and directions of Engineer-in-Charge. (Rate includes cost of bitumen VG–40, aggregates, filler, fuel, plant, labour, quality control, trial stretch, and all incidentals. Tack coat shall be measured separately under the composite relevent item 1544.04 MT 4863.7 _ * #,##0.16_ ;_ * \-#,##0.16_ ;_ * "-"??_ ;_ @_ MR 4

5 Providing and laying Bituminous Concrete (BC) of 40 mm compacted thickness , for wearing course using viscosity graded bitumen VG–40 as binder (minimum 5.7–6.0% by mass of total mix as per approved Job Mix Formula (JMF), with crushed aggregates conforming to Grading–II (10 mm NMAS), produced in batch type hot-mix plant, transported hot and laid by sensor paver to specified lines, grades and cross-sections, and compacted with vibratory and tandem rollers to achieve required density and surface evenness; including heating of materials, mixing, spreading, rolling, temperature control, quality control testing, trial stretch, and all incidental works, complete as per MoRTH Clause 509, IS 73, and approved Job Mix Formula (JMF), to the satisfaction of Engineer-in-Charge. (Rate includes cost of bitumen VG–40, aggregates, filler, fuel, plant, labour, QA/QC; tack coat when laid over DBM shall be measured separately under appropriate DSR Item.) 828.17 MT 5136.55 _ * #,##0.80_ ;_ * \-#,##0.80_ ;_ * "-"??_ ;_ @_ MR 5

6 Refixing of existing Gates 242.37 sqm 223 MR 8

7 Providing and spreading non-metallic floor hardener minimum @ 4.5kg/sqm in floor concrete (as per manufactures specifications and approved by Engineer-in-charge). Nothing extra shall be payable if manufacturer specifies extra quantity 232.44 sqm 101 MR 9

8 Providing and fixing colour coated galvalume profile sheets (Make- TATA/JSW) with the depth of 30 mm and pitch of corrugation 200 mm (Colour and shape of profile as approved by the Engineer-in- charge), 0.60 mm(TCT) total coated thickness( tolerance as per relevant IS code), material yield strength 550 MPa, galvalume AZ-150 GSM (both side inclusive) with regular modified polyester paint and coating of 20-25 micron RMP on exposed surface including primer and 7-10 micron epoxy coating on unexposed surface including primer. The sheet should be supplied in single length as shown in drawing or as desired by engineer in charge and shall be fixed using stainless steel Hex cap headed self drilling/ tapping stainless steel screws M6, 50 mm long with 3 mm thick EPDM seal and Stainless steel stitching screw of size 19X2.5 mm excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. All screw should be sealed with silicon sealant. 54.54 sqm 892 MR 10

9 Providing of new side rails, bracket plate and hold fast for shutter refixing including complete servicing with grease and other suitable lubricating items to make rolling shutter in working condition all work complete as per direction of official in charge. (1.83m x 2.44m) 18 each 65740.17 MR 11

CENTRAL WAREHOUSING CORPORATION

(A Govt.of India Undertaking)

SCHEDULE OF QUANTITY

Name of work : Road upgradation works along with other essential civil works, raising of platform for godown 1 and electrical upgradation work at CW Chirgaon.

Schedule A DSR 2025 based E&M Items

SLNo Description Qty Unit Rate Amount DSR-2025 No.

1 Supplying and drawing following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.

Supplying and fixing of following sizes of medium class PVC Conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.

Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block inlcuding connections etc. as required. 139 Each 104

4 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

(a) 6 way, Doble door 5 Each 2390 2.3.1

(b) 8 way, Doble door 7 Each 2773 2.3.2

( c) 12 way, Double door 10 Each 2871 2.3.3

5 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 KA, "C" Curve, Miniature Circuit Breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

(a) Single Pole 162 Each 285 2.10.1

(b) Double Pole 28 Each 696 2.10.3

(c ) Triple Pole and Neutral 2 Each 1301 2.10.5

6 Supplying and fixing following rating, four pole, three phase and neutral, 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.

7 Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 A "C" curve, SP MCB , in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, tetsing and commissioning etc. as required. 5 Each 1806 2.18

Providing and fixing M.V. danger notice plate of 200 mm x 150 mm, made of Mild Steel at least 2 mm thick, and vitreous enameled white on both sides and with the incription in single red color on front side as required. 3 Each 315

9 Supplying, Installation, Testing & Commissioning of Flood Light, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.=0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle 30 deg-120deg as per the application and the project requirement, suitable tilt able fitting, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy =120 and <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). (a) 50Watt 91 Each 2009 8.16.1

10 Supplying, Installation, Testing & Commissioning of Flood Light, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.=0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle 30 deg-120deg as per the application and the project requirement, suitable tilt able fitting, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy =120 and <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). (a) 100Watt 14 Each 2467 8.16.3

CENTRAL WAREHOUSING CORPORATION

(A Govt.of India Undertaking)

SCHEDULE OF QUANTITY

Name of work : Road upgradation works along with other essential civil works, raising of platform for godown 1 and electrical upgradation work at CW Chirgaon.

Schedule A MR based E&M Items

SLNo Description Qty Unit Rate Amount DSR No./MR

9 Supply and fixing of 20 mm dia flexible corrugated metal/GI conduit as required 69.5 Meter 38 MR

12 Supply, installation, testing and commissioning of LED well glass fixture with following wattage rating and as per technical specifications attached, including accessories for support on wall, bracket, truss, or suitable hanging arrangement upto 1 meters, and 1 meter FR PVC insulated copper conductor flexible cable of size 1.5 sq. mm, complete as per instructions of official-in-charge. . Make : Havells Jeta Iris/Crompton/ Bajaj/ Philips or eq. a) 70Watt 34 Each 4020 MR

13 Supply of PVC insulated/inner sheathed, Copper conductor,LT XLPE cable, 1.1 Kv grade, steel strip armoured as per IS 7098 (part-1)-1988 with up to date amendments, of following size as required (Make: Polycab, havells, Grandley, KEI, RR cable)

(a) 3 X 2.5 Sqmm Copper armoured 80 Meter 208 AMR

Central Warehousing Corporation (A Govt. of India Undertaking)

REGIONAL OFFICE

Pre-Qualifying (PQ) Proforma: Bidder Information Summary {To be Filled by Bidder in sheet uploaded over portal and then to be submitted along with technical bid}

ENIT NO:CWC/RO-LKO/Engg./25-26/53T

Name of Work :- Road upgradation works along with other essential civil works, raising of platform for godown 1 and electrical upgradation work at CW Chirgaon.

Name of the Bidder *Mandatory

SL Description Details (filled by Bidder)

See PQC S/n (1) to (4): Appendix-II of NIT

1 Name of the Bidder

1.1 Bidder Address, (registered)

1.2 Bidder Organization ID /CIN in case of Company

1.3 Bidder Telephone number

1.4 Bidder E-mail address

2 Type of Bidder constituent (Organization)

(JV not allowed where estimated cost of work put on Tender is up to Rs. 30 cr)

2.1 Attested copy of documents in support of Bidder Organization Type

(See ITB-Appendix IV clause number 3.2: 1 (b): Organization Details and Appendix-II of NIT: List of documents required in support of Bidder Legal Entity.

2.2 Current List of Directors/Partners: as applicable

3 Name of the person holding the power of attorney for this Bid

3.1 Designation

3.2 Contact details of person holding the power of attorney

3.3 Attested Copy of Power of Attorney to sign & submit the Tender (as per format given in EXHIBIT-III of Appendix-II)

4 Earnest Money Deposit (EMD) of Amount as mentioned in APPENDIX-1 (TIS) through NEFT/RTGS

5.1 PF Registration code number of Bidder

5.2 COPY of PF Registration number of Bidder

6.1 GST Registration code number of Bidder

6.2 COPY of GST Registration number of Bidder

7.1 PAN of the Bidder

7.2 COPY of PAN of Bidder

8.1 Whether Enlisted /Empaneled with CPWD/ MES/ Railway/ PWD/ CWC/any other PSU etc. if any,

8.2 Copy of Enlistment/Empanelment certificate Submitted or Not

9 Whether Bidder is executing or completed any work awarded by CENTRAL WAREHOUSING CORPORATION in Past Three FY Year (FY 2022-23, FY 2023-24 & FY 2024-25) and Current FY 2025-26.

10.1 Affidavit along with this PQ Performa (EXHIBIT-I) on NJS paper signed and submitted after filling necessary details.

10.2 Declaration of near relatives (EXHIBIT-IV) submitted.

Technical Eligibility Criteria:

See PQC S/n (5) in Appendix-II of NIT for details & qualifying limits.

11 Particular Technical Experience w.r.t. Similar Nature of Work:

11.1 Brief of Similar Nature Work Experience-1

I Work order/ contract agreement ref number and date

Ii Name of client issued the work order and completion certificate

iii Completion certificate -ref number and date

iv Total value of work completed (Rs.)

V Stipulated date of completion

vi Actual date of completion

vii If LD is levied: Amount / period of delay for which Liquidity damage is levied by client (if any)

viii Copy of completion/experience certificate of work and Copy of Agreement/Workorder issued by Client is submitted as per format given in EXHIBIT-V or EXHIBIT-VI or EXHIBIT-VII as applicable

11.2 Brief of Similar Nature Work Experience-2

I Work order/ contract agreement ref number and date

Ii Name of client issued the work order and completion certificate

iii Completion certificate -ref number and date

iv Total value of work completed (Rs.)

V Stipulated date of completion

vi Actual date of completion

vii If LD is levied: Amount / period of delay for which Liquidity damage is levied by client (if any)

viii Copy of completion/experience certificate of work and Copy of Agreement/Workorder issued by Client is submitted as per format given in EXHIBIT-V or EXHIBIT-VI or EXHIBIT-VII as applicable

11.3 Brief of Similar Nature Work Experience-3

I Work order/ contract agreement ref number and date

Ii Name of client issued the work order and completion certificate

iii Completion certificate -ref number and date

iv Total value of work completed (Rs.)

V Stipulated date of completion

vi Actual date of completion

vii If LD is levied: Amount / period of delay for which Liquidity damage is levied by client (if any)

viii Copy of completion/experience certificate of work and Copy of Agreement/Workorder issued by Client is submitted as per format given in EXHIBIT-V or EXHIBIT-VI or EXHIBIT-VII as applicable

See PQC S/n (6) in Appendix-II of NIT for details & qualifying limits.

Information on Financial Capabilities & Turn over

12.1 Annual Financial Turnover-Total Revenue (Income) (as per CA certificate and audited P&L Account)

iii FY 2022 –23

iv FY 2021–22 (only when audited turnover for FY 2024-25 is not available)

12.2 The average of financial turnover for the last three financial years i.e. FY 2024-25, FY 2023-24 and FY 2022-23 Or FY 2021-22 (FY 2021-22 to be referred only when Audited turnover of FY 2024-25 is not available)

See PQC S/n (7) in Appendix-II of NIT for details & qualifying limits.

13 Annual Financial Turnover-Total Revenue (Income) from Construction Works (as per CA certificate and audited P&L Account)

Iii FY 2022 –23

Iii FY 2020 –21

Iv FY 2019–20 (only when audited turnover for FY 2024-25 is not available)

See PQC S/n (8) in Appendix-II of NIT for details & qualifying limits.

14 Bidder's Profit after Tax (PAT) (as per CA certificate and audited P&L Account)

Iii FY 2022 –23

Iii FY 2020 –21

Iv FY 2019–20(only when audited turnover for FY 2024-25 is not available)

15 Bidder's Total Net worth (as per CA certificate and audited

ii FY 2023- 24 (only when audited turnover for FY 2024-25 is not available)

16 copy of Audited Balance Sheets and Profit & Loss Statements for Annual financial turnover/ revenue (income), PAT & NETWORTH of Bidder (in support of Information provided above) to be submitted with Bid

Iii FY 2022 –23

Iii FY 2020 –21

Iv FY 2019–20(only when audited turnover for FY 2024-25 is not available)

17 Copy of Chartered Accountant’s Certificate as per format given in EXHIBIT VIII in support of information provided above on Annual financial turnover/ revenue (income), PAT of Bidder.

18 Chartered Accountant’s Certificate as per format given in EXHIBIT IX in support of information provided above on Net worth of Bidder.

19 Total Solvency in Rs. As per Banker certificate issued for this purpose

20 Banker's certificate in support of the above information as per EXHIBIT X submitted.

See PQC S/n (9) in Appendix-II of NIT for details & qualifying limits.

21 Duly signed copy of Pre-Contract Integrity Pact as per EXHIBIT-XI.

See PQC S/n (10) in Appendix-II of NIT for details & qualifying limits.

22 Certificate(s) issued by Client(s) for execution of minimum specified quantities of special works during a FY year along with summarized breakup of these works as per EXHIBIT-XII.

1. Tenderers have to fill complete details in Pre-Qualifying Performa (Bidder Information Summary) in sheet uploaded over tender portal.

2. Documents pertaining to the above details should be scanned and uploaded on e-tendering website at the time of on-line tender submission.

3. RTGS/NEFT E-payment Challans with UTR no. duly authenticated by Bank may also be scanned & uploaded along with tender submission.

4. Bidder must refer Tender Information Summary (TIS) in APPENDIX-I, PRE QUALIFICATION CRITERIA (PQC) in (APPENDIX-II) and Tender eligibility criteria as per ITB clause 3 (APPENDIX-IV) appended with NIT before filling this PQ Performa and Affidavit.

5. The PQ Performa EXHIBIT-I along with Its Annexure (Affidavit) enclosed with this Performa is mandatory and must be submitted by the Bidder.