Renovation of 4 nos. of Close Store Shed at POWERGRID Dehgam

I While filling up the worksheets following may please be observed :

(i) Fill up only green shaded cells.

(ii) Certain data type entries have been restricted, such as Numeric values or limits of numeric values.

(iii) Select only the options provided in pull down menus.

(iv) Do not link any cell of this work book with any other work book.

(v) Do not use copy & paste or cut & paste options for filling up the data.

(vi) Do not reformat any of the cell of the work book.

II This Workbook consists of following worksheets :

Opening page of the workbook.

Names of Bidder :

● Select Sole Bidder or JV (Joint Venture) from the pull down menu. Do not leave this cell blank.

● Select nos. of the JV Partners other than the Lead Partner from drop down menu.

● In case of JV partners more than 2, enter details of 3rd & more partners along with details of 2nd partner.

● Fill up names and address of the Sole Bidder and /or Joint Venture.

● Fill up date in dd-mmm-yyyy format from drop down menu.

● Click for Sch-1 given at the right top of the worksheet to go to Sch-1.

Sch -1 : (Abstract Of Cost)

● Summary of all the Schedules shall be displayed automatically.

● No cell is required to be filled in by the bidder in this worksheet.

Sch-2 (Schedule Items for Civil Works for FOR CONSTRUCTION OF TL STORE (50m x 10 m) FOR BANASKANTHA SUBSTATION ) :

● Schedule Items: only % above/below DSR-2014 is to be filled up.

● Total amount shall get calculated automatically.

Sch-3 (Non-Schedule Items for FOR CONSTRUCTION OF TL STORE (50m x 10 m) FOR BANASKANTHA SUBSTATION ) :

● Non-Schedule Items: Fill up unit rates for all the items in numeric values greater than 0 (zero). If unit rate is left blank, the corresponding item shall be deemed to be included in the total price.

● Total amount shall get calculated automatically.

● The rate quoted shall be inclusive of the Service Tax.

Sch-4 (Schedule Items for CONSTRUCTION OF OPEN STORE YARD OF SIZE (110m x 40) m for BANASKANTHA SUBSTATION ) :

● Schedule Items: only % above/below DSR-2014 is to be filled up.

● Total amount shall get calculated automatically.

Sch-5 (Non-Schedule Items for CONSTRUCTION OF OPEN STORE YARD OF SIZE (110m x 40) m for BANASKANTHA SUBSTATION ) :

● Non-Schedule Items: Fill up unit rates for all the items in numeric values greater than 0 (zero). If unit rate is left blank, the corresponding item shall be deemed to be included in the total price.

● Total amount shall get calculated automatically.

● The rate quoted shall be inclusive of the Service Tax.

Sch-6 ( INTERNAL ELECTRIFICATION WORKS OF 50x10 STORE SHED FOR BANASKANTHA SUBSTATION ) :

● Fill up unit rates for all the items in numeric values greater than 0 (zero). If unit rate is left blank, the corresponding item shall be deemed to be included in the total price.

● Total amount shall get calculated automatically.

● The rate quoted shall be inclusive of the Service Tax.

Bid from 2nd Envelope :

● Fill up ref. no. as bidder's ref no. of this letter.

● This letter shall consider the net price as per Sch-3 .

● Fill up names & Designation of the representatives of other JV partner(s) if the bidder is JV (Joint Venture) .

● Fill up additional information as required.

Happy Bidding !

Name of Package : Renovation of 4 Nos Closed Store shed at Powergrid Dhegam Substation

Specification No. :

Completion Period 06 Months

Name of Package :

Renovation of 4 Nos Closed Store shed at Powergrid Dhegam Substation

Enter following details of the bidder

Specify type of Bidder [Select from drop down menu] Individual Firm

Name of Sole Bidder [Individual Firm]

Address of Registered Office & Mobile Numbers …….. …… ………. ……….

पावर ग्रिड कारपोरेशन ऑफ इंडिया लिमिटेड

POWER GRID CORPORATION OF INDIA LTD.

WRTS-II,RHQ,VADODARA

BILL OF QUANTITIES FOR Construction of Residential Quarters , Guest House and Community Center including parking shed, concrete roads, Drains and Culverts, water supply & Sewerage system at Navsari S/s

Name of Package: Construction of Residential Quarters Type B1 & B2 AT NAVSARI

(SCHEDULE OF RATES AND PRICES)

Bidder’s Name and Address (Sole Bidder) :

पावर ग्रिड कारपोरेशन ऑफ इंडिया लिमिटेड

POWER GRID CORPORATION OF INDIA LTD.

WRTS-II,RHQ,VADODARA

BILL OF QUANTITIES FOR Renovation of 4 Nos Closed Store shed at Powergrid Dhegam Substation

Name of Package: Renovation of 4 Nos Closed Store shed at Powergrid Dhegam Substation

(SCHEDULE OF RATES AND PRICES)

Bidder’s Name and Address (Sole Bidder) : To:

Name : Contract Services

Address : Power Grid Corporation of India Ltd.,

Western Region Transmission syatem -II

Plot No. 54, Near Riya revati resort ,

Sama - savli road, vadodara-390008

Installation Charges- Sch 3A: -Schedule Items for Renovation of 4 Nos Closed Store shed at Powergrid Dhegam Substation

Sl. No. Service Code SAC Whether SAC in column ‘3’ is confirmed. If not indicate applicable the SAC # Rate of GST applicable ( in %) Description (DSR'23 Items- Civil Works) Unit Qty Unit Erection Charges Unit Erection Charges excluding GST Total Erection Charges Excl. GST Total Tax GST @ 18% Total Erection Charges incl. GST

(Service Accounting Codes)

PART -A : Schedule Items as per DSR 2023 (Civil 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 lift upto 1.5 m, as directed by Engineer-incharge.

2 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

3 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering : All works upto plinth level.

120000442 995454 18% 4.1.8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) CuM 14.22 6812.00 5772.88 82090.37 14776.27 96866.64

4 4.3 Centering and shuttering including strutting, propping etc. and removalof form work for :

120000456 995457 18% 4.3.1 Foundations, footings, bases for columns SqM 31.31 392.15 332.33 10405.27 1872.95 12278.22

5 120000477 995454 18% 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. SqM 177.85 749.30 635.00 112934.75 20328.26 133263.01

6 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 :

120000488 995454 18% 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) Cum 4.27 9045.75 7665.89 32702.69 5886.48 38589.17

7 0.00% 5.9 Centring and shuttering including strutting propping etc. and removal of form for :

A 120000499 995457 18% 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. SqM 2.16 392.15 332.33 717.83 129.21 847.04

B 120000500 995457 18% 5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth & string courses etc. SqM 21.60 842.50 713.98 15422.03 2775.97 18198.00

8 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

120000543 995454 18% 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 294.84 107.85 91.40 26947.88 4850.62 31798.49

9 6.1 Brick work with common burnt clay F .P .S. (non modular) bricks of class designation 7.5 in foundation and plinth in:

10 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :

11 9.117 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineerin-charge

12 9.118 Providing and fixing to existing door frames.

120001025 995476 18% 9.118.3 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (± 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer’s specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places SqM 1.48 3068.85 2600.72 3849.07 692.83 4541.90

13 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

120001153 995476 18% 10.25.2 In gratings, frames, guard bars, ladders, railings, brackets, gates and similar works. Kg 104.88 172.60 146.27 15340.92 2761.37 18102.29

14 10.16 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.

15 12.41 Providing and fixing on wall face unplasticised -Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes.

12.42.6 Shoe (Plain)

17 12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised -PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.

18 120001376 995453 18% 12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Sqm 1157.55 738.65 625.97 724596.87 130427.44 855024.31

19 12.51 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

20 13.1 12 mm cement plaster:

21 13.111 Finishing walls with Acrylic Smooth exterior paint of required shade :

120001629 995419 18% 13.111.1 Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface SqM 1732.60 120.75 102.33 177297.84 31913.61 209211.45

22 13.7 12 mm cement plaster finished with a floating coat of neat cement of mix :

23 13.82 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour

24 120003232 995419 18% 13.88 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete SqM 1429.48 19.75 16.74 23925.62 4306.61 28232.23

25 14.5 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:

120001531 995419 18% 14.5.2 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: SqM 21.34 1416.15 1200.13 25610.71 4609.93 30220.64

26 130000752 995454 18% 14.9 Renewal of old putty of glass panes (length) Metre 400.000 56.15 47.58 19033.90 3426.10 22460.00

27 13.99 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :

28 120001523 995419 18% 14.1 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. SqM 868.54 547.40 463.90 402914.23 72524.56 475438.80

14.1.1 14.1.1 With cement mortar 1:4 (1 cement : 4 fine sand)

29 15.12 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :

120001661 995419 18% 15.12.1 Of area 3 sq. metres and below (WOODEN DOOR) Each 2.00 367.20 311.19 622.37 112.03 734.40

30 120001673 995419 18% 15.19 Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge Kg 584.18 3.85 3.26 1906.01 343.08 2249.09

31 120001674 995419 18% 15.20 Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 metres Kg per metre span 584.18 0.85 0.72 420.81 75.75 496.55

32 120001679 995419 18% 15.24 Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : Cum 17.78 1317.65 1116.65 19854.08 3573.73 23427.82

33 15.28 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:

34 15.7 Demolishing brick work 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.

35 120002404 995424 18% 18.77 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof Each 150.00 452.00 383.05 57457.63 10342.37 67800.00

36 21.8 Filling the gap in between aluminium frame and adjacent RCC/Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in Charge complete.

Total of Schedule Items as per DSR'23 ₹ 3,081,704.10 ₹ 554,706.74 ₹ 3,636,410.84

Add percentage (%) above/below +/- on DSR 2023 Rates (to be quoted by contractor) 0.00%

Add Amount above/below +/- on the amount for DSR Items as per quoted percentage 0.00 0.00

Total of Schedule Items Part IIIA ₹ 3,081,704.10

Total Tax ₹ 554,706.74

पावर ग्रिड कारपोरेशन ऑफ इंडिया लिमिटेड

POWER GRID CORPORATION OF INDIA LTD.

WRTS-II,RHQ,VADODARA

BILL OF QUANTITIES FOR Renovation of 4 Nos Closed Store shed at Powergrid Dhegam Substation

Name of Package: Renovation of 4 Nos Closed Store shed at Powergrid Dhegam Substation

(SCHEDULE OF RATES AND PRICES)

Bidder’s Name and Address (Sole Bidder) : To:

Name : Contract Services

Address : Power Grid Corporation of India Ltd.,

Western Region Transmission syatem -II

Plot No. 54, Near Riya revati resort ,

Sama - savli road, vadodara-390008

Installation Charges- Sch 3B:-Non Schedule Items for Construction of Residential Quarters B1 Type (2 Block) at at 765/400/220kV Navsari New GIS Sub-Station.

Sl. No. Activity Description SAC Whether SAC in column ‘4’ is confirmed. If not indicate applicable the SAC # Rate of GST applicable ( in %) Description Unit Qty Unit Erection Charges Total Erection Charges Total Tax GST

(Service Accounting Codes)

Part B: Non - Schedule Items (Civil works)

1 Non-Schedule Item 995433 18% NS-1 : Supply and installation of Plain Wood finish GI Door with frame complete in all respect as per manufacture guideline and instruction of Engineer-in-Charge.(make Tata Pravesh or equivalent) SqM 1.00 0.00 0.00

Total for Non-Schedule Items (Schedule II) ₹ 0.00 ₹ 0.00

# In case the bidder leaves the cell for confirmation of the SAC and/or GST rate “blank”, the SAC and corresponding GST rate indicated by the Employer shall be deemed to be the one confirmed by the Bidder.

(SUMMARY OF TAXES & DUTIES)

Name Contract Services

Address …….. …… ………. ………. Power Grid Corporation of India Ltd.,

…….. …… ………. ………. Western Region Transmission syatem -II

…….. …… ………. ………. Plot No. 54, Near Riya revati resort ,

Sama - savli road, vadodara-390008

Sl. No. Item Nos. Total Price (in ₹)

1 TOTAL GST on Services

a. Total GST on Supply & Installation Services (indentified in Schedule-3A) which are not included in the Installationas per the provision of the Bidding Documents, as applicable 554706.74

b. Total GST on Supply & Installation Services (indentified in Schedule-3B) which are not included in the Installationas per the provision of the Bidding Documents, as applicable 0.00

2 GRAND TOTAL [a+b+c+d] 554706.74

Date : #REF! Printed Name : #REF!

Place : #REF! Designation : #REF!

Name #REF! Contract Services

Address …….. …… ………. ………. Power Grid Corporation of India Ltd.,

…….. …… ………. ………. Western Region Transmission syatem -II

…….. …… ………. ………. Plot No. 54, Near Riya revati resort ,

Sama - savli road, vadodara-390008

Sl. No. Description Total Price (INR)

Service/Installation Charges

a. TOTAL SCHEDULE NO.-3A

Supply & Installation Charges- Schedule Civil Items for Renovation of 4 Nos Closed Store shed at Powergrid Dhegam Substation 308,17,04.10

b. TOTAL SCHEDULE NO.-3B

Installation Charges- Non-Schedule Civil Items for Renovation of 4 Nos Closed Store shed at Powergrid Dhegam Substation ,,0.00

Total of Service/Installation Charge (ITEMS TAB: Item 01 for BID PRICE SUMMARY Statement ) 308,17,04.10

2 Total GST against Service/Installation Charge (ITEMS TAB: Item 02 for BID PRICE SUMMARY Statement ) 55,47,06.74

Grand Total ₹ 3,636,410.84

Date : #REF! Printed Name : #REF!

Place : #REF! Designation : #REF!