Road Upgradation work along with drainage etc. at CW-Yavatmal (Maharashtra)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Sub Schedule-I Civil works based on DSR Civil 2023

Name of Work Name of Work: Road Upgradation work along with drainage etc. at CW-Yavatmal (Maharashtra)

NIT Number E NIT_CWC/RO-MUM/Engg./26-27/02

NAME OF CONTRACTOR

(Above/Below/At par)

Schedule -I: All Items of Civil works based on DSR Civil 2023 43709147

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

Note: CWC estimated amount of this sub schedule, after considering prevailing Cost Index and applicable GST& Labour Cess etc. complete is Rs. ₹ 36579193.51

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Sub Schedule-II Civil works based on Market Rates (MR)

Name of Work Name of Work: Road Upgradation work along with drainage etc. at CW-Yavatmal (Maharashtra)

NIT Number E NIT_CWC/RO-MUM/Engg./26-27/02

NAME OF CONTRACTOR

(Above/Below/At par)

Schedule -II: All Items of civil works based on Market Rates (MR) 1027215.85

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

Note: CWC estimated amount of this sub schedule, after considering prevailing Cost Index and applicable GST& Labour Cess etc complete is 10,27,215.85

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Name of Work Road Upgradation work along with drainage etc. at CW-Yavatmal (Maharashtra)

NIT Number E NIT_CWC/RO-MUM/Engg./26-27/02

NAME OF CONTRACTOR

Description of Sub schedule Quoted Amount

Total of Sub-Schedule-I (DSR Civil Works)

Total of Sub-Schedule-II (Civil MR Works)

Total of all Schedules (I)+ (II)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

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}

Name of Works: Road Upgradation work along with drainage etc. at CW-Yavatmal (Maharashtra).

NIT Reference Number:

SL Description Details (filled by Bidder)

General Details of 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 for these works)

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)

Name of the All location for which bid is submitted

4 Earnest Money Deposit (EMD) of Amount as mentioned in APPENDIX-1 (TIS) through e- payment Gateway

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 2023-24, FY 2024-25, FY 2025-26) and Current FY 2026-27.

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 2023 –24

Vi FY 2020-21 (only when audited turnover for FY 2025-26 is not available)

12.2 The average of financial turnover for the last three financial years i.e. FY 2025-26, FY 2024-25 and FY 2023-24 Or FY 2022-23 (FY 2022-23 to be referred only when Audited turnover of FY 2025-26 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 2023 –24

vi FY 2020-21 (only when audited turnover for FY 2025-26 is not available)

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

iii FY 2023 –24

vi FY 2020-21 (only when audited turnover for FY 2025-26 is not available)

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

iii FY 2023 –24

vi FY 2020-21 (only when audited turnover for FY 2025-26 is not available)

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

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

iii FY 2023 –24

vi FY 2020-21 (only when audited turnover for FY 2025-26 is not available)

17 Bidder's Total Net worth (as per CA certificate and audited P&L Account)

ii FY 2024- 25 (only when audited Balance Sheet for FY 2025-26 is not available)

18 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 2023 –24

vi FY 2020-21 (only when audited turnover for FY 2025-26 is not available)

19 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.

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

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

21.2 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.

22 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.

23 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

See PQC S/n (11) in Appendix-II of NIT for details & qualifying limits.

24.1 Available Bid Capacity of Bidder in Figures in INR:

24.2 Certificate as per EXHIBIT XIII duly filled with all details and capacity derived from specified formula -Submitted

See PQC S/n (12) of Appendix-II of NIT for details & qualifying limits.

25 Details of Personnel & Equipment as asked in Appendix II of NIT submitted with summarized breakup on letter head of Bidder.

iii FY 2023 –24

vi FY 2020-21 (only when audited P&L account for FY 2025-26 is

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

ii FY 2024- 25 (only when audited Balance Sheet for FY 2025-26

is not available)

18 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 2023 –24

vi FY 2020-21 (only when audited P&L account for FY 2025-26 is

19 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.

20 Chartered Accountant’s Certificate as per format given in

EXHIBIT IX in support of information provided above on Net worth of Bidder.

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

21.2 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

22 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.

23 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.

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

qualifying limits.

24.1 Available Bid Capacity of Bidder in Figures in INR:

24.2 Certificate as per EXHIBIT XIII duly filled with all details and

capacity derived from specified formula -Submitted

See PQC S/n (12.) in Appendix-II of NIT for details & qualifying limits.

25 Details of Personnel & Equipment as asked in Appendix II of NIT submitted with summarized breakup on letter head of bidder.

Sign of Bidder(Digital Signature)

IMPORTANT NOTES:

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.

N/W Name of Work: Road Up-gradation work along with drainage etc. at CW-Yavatmal (Maharashtra)

Estimated Quantities Estimated Amount(Rs.)

SLNo DSR No. Description Road & Drain Others Total Qty Unit Rate Road & Drain Others Total Amount Capital works Revenue works

1 2.6 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.

2.6.1 All kinds of soil cum 177.5

2 2.8 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.

2.8.1 All kinds of soil. cum 260.3

3 2.25 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 lif. cum 196

4 2.26 Extra for every additional lif of 1.5 m or part thereof in excavation / banking excavated or stacked materials.

2.26.1 All kinds of soil cum 126.8

5 4.1.6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) cum 7178.75

6 4.1.8 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) cum 6812

7 5.1 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 :

5.1.2 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) cum 9045.75

8 5.9 Centering and shuttering including strutting, propping etc. and removal of form for

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

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

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

9 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

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

10 5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 9504.75

5.33.2 All works above plinth level upto floor V level

11 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:

6.1.1 Cement mortar 1:4(1 cement :4 coarse sand) cum 7370.65

12 7.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :

7.1.1 Cement mortar 1:6 (1 cement : 6 Coarse sand) cum 7311.25

13 7.2 Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.

7.2.1 Cement mortar 1:6 (1 cement : 6 Coarse sand) cum 9275.45

14 13.1 12 mm cement plaster of mix:

13.1.2 1:6(1 cement: 6 fine sand) sqm 333.35

15 10.25 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

16 4.1.3 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) cum 7878.5

17 13.33 Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) :

13.33.2 Raised and cut pointing Sqm 701.05

18 13.48A Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives.

13.48A.1 New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. Sqm 181.25

19 15.9 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :

15.9.2 In cement mortar CUM 2458.95

20 15.11 Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured):

15.11.2 In cement mortar cum 689.2

21 16.1 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. sqm 218.9

22 16.13 Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required.

16.13.2 Water bound macadam cum 3078.05

23 16.43 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, 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). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.

16.43.1 Cement concrete prepared with batch mixing machine Cum 10529.35

24 16.45 Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) per cm depth per cm width per metre length 5.3

25 16.46 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.

16.46.1 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. per cm depth per cm width per metre length 8.65

26 16.78 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.

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

27 16.79 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. cum 2914.3

28 16.8 Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer in- charge. cum 4148.65

29 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

19.6.4 300 mm dia. R.C.C. pipe metre 994.3

30 23.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.

23.3.3 200 mm nominal size dia metre 1113.35

31 23.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

23.4.3 200 mm nominal size dia metre 1255.7

32 23.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. cum 1509.8

33 23.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer- in-charge. cum 1538.25

34 23.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. cum 1538.25

35 23.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:

23.13.3 200 mm dia each 321.15

36 23.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).

23.15.3 200 mm dia each 357.6

Total of this DSR Items

SLNo NSI No. Description Road & Drain Others Total Qty Unit Rate Road & Drain Others Total Amount Capital works Revenue works

1 NSI 1 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 Cum

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

Total of Nsi items

Total CWC estimated Cost for this schedule

Name of Work: Road Up-gradation work along with drainage etc. at CW-Yavatmal (Maharashtra)

Estimated Quantities

Sr.No. Description Road & Drain Others Total Qty Unit Rate Road &Drain Others Total Amount Capital Works Revenue works

1 MR-1 Supplying and laying PVC pipe of 6 kg/cm2 pressure of ISI brand A) 200 mm dia pipe. meter

2 MR-2 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. metre

3 MR3 Supplying, installation, testing and commissioning of diesel engine-driven self-priming set comprising: 1. 12.5 HP air-cooled diesel engine, 1500 RPM, handle start with self-start kit and 12V battery, 2. 4" (100 mm) self-priming mud pump, discharge capacity minimum 40 LPS, head up to 25 meters, suction lift up to 8 meters, 3. Complete with suction pipe 25 feet(reinforced PVC/HDPE), 4-inch canvas delivery pipe 30 meters, 4-inch bend (1 No.), 4-inch foot valve (1 No.), 4-inch clamps (3 Nos.), 2 Nos. wash coolers, 4. Mounted on a rigid MS base frame with anti-vibration pads, fully operational and tested at site. including fuel for testing, transportation to site, on-site assembly, full load trial run, and 1-year OEM warranty – all complete as per direction of Engineer-in-Charge. 1 Each

4 MR-4 Preparation of GIS/Topographic map using Digital Terrain Model(DTM) including submission of data regarding (1) total site /land area with calculation and analysis, (2) height of ground, Surface analysis & Contouring, (3) Position of various Engineering Infrastructure with its design, (4) earth cutting and filling estimation with respect to various benchmark, (5) volumetric information AS PER SCOPE /DELIVERABLES STIPULATED IN cl 10 (important notes) under TECHNICAL CONDITIONS OF CONTRACT and as per direction of Engineer-in-charge 1 JOB