Proposed Civil Works of AHU Room for Existing LCA Composite Shop at Aerospace Composite Division HAL HC

HINDUSTAN AERONAUTICS LIMITED BANGALORE FACILITIES MANAGEMENT DIVISION

NAME OF THE WORK: Proposed Civil Works of AHU Room for Existing LCA Composite Shop at Aerospace Composite Division, HAL [HC]. Cont. No: HAL/FMD/C-67A/24-25

Name of the Contractor :

Sl. No. Specification Quantity Unit Rate in Figs [Excluding GST] Rate in Words Amount

Preamble: (1) The subject work has been called on works contract basis and prevailing GST for same is 18%. Any change in GST +/- during the currency of contract shall be on HAL account. The Tenderer shall abide by prevailing GST act. (2) L1 (lowest quote) will be determined based on the total quoted amount including GST. (3) This BOQ specification has to be read in conjunction with relevant CPWD specifications amended upto date/ detailed technical specification in tender document and tender drawings if any.

1 Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of diameter of 450mm and specified length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. striking off/chipping the top level of mud concrete. The drilling by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads, etc., all complete as directed by Engineer-in-Charge. (length of pile for payment shall be measured up to bottom of pile cap). The minimum cement content shall not be less than 350kg/m3. 120.00 Rm 2216.79 Rupees Two Thousand Two Hundred Sixteen and Seventy Nine Paise Only 266014.80

2 Earth work in all types of soils 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, etc., all complete as directed by Engineer-in-Charge. 42.00 Cu m 172.70 Rupees One Hundred Seventy Two and Seventy Paise Only 7253.40

3 Removing / transporting the surplus excavated earth including debris, vegetation waste etc., to a distance not exceeding 2000m including loading, unloading, depositing, spreading, levelling, etc., after obtaining due clearance from the Engineer-in-Charge, etc., all complete as directed by the Engineer-in-Charge. 62.00 Cu m 239.19 Rupees Two Hundred Thirty Nine and Nineteen Paise Only 14829.78

4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40mm nominal size derived from natural sources) in accordance with IS 456 in foundations, mass concrete, sub bases, floors, pavings and other similar works excluding formwork, mechanical mixing, transporting, vibrating, consolidation, levelling, curing, dewatering if any, all materials, labour, lead & lift, tools, plant & machinery, keeping concrete well wetted during the curing period and protecting it in extreme weather conditions, etc., all complete as directed by the Engineer-in-Charge. 12.00 Cu m 6628.08 Rupees Six Thousand Six Hundred Twenty Eight and Eight Paise Only 79536.96

5 Providing and laying M 25 grade Concrete in position ready mixed or site batched design mix cement concrete for plain 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 settingof 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 and finishing, etc., all complete as directed by Engineer-in-Charge.; for the following grades of concrete.

a) All works up to plinth level including pile cap 104.00 Cu m 9184.19 Rupees Nine Thousand One Hundred Eighty Four and Nineteen Paise Only 955155.76

b) All work above plinth at all levels including necessary openings and packing if any for laying pipes, cables etc. 51.00 Cu m 9530.25 Rupees Nine Thousand Five Hundred Thirty and Twenty Five Paise Only 486042.75

6 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc., all complete as directed by Engineer-in-Charge. 62.00 Sq m 729.07 Rupees Seven Hundred Twenty Nine and Seven Paise Only 45202.34

7 Brick work with common burnt clay modular bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand), etc., all complete as directed by Engineer-in-Charge. 52.00 Cu m 8088.45 Rupees Eight Thousand Eighty Eight and Forty Five Paise Only 420599.40

8 Formwork by providing timber, wooden planks, runners / M.S. sheets with all supports, struts, braces, wedges, scaffolds, bracings, ladders, gangways, dressing with oil including M.S. bolts nuts and washers, temporary openings, filleting for a stop, chamfered edges, internal / external splayed, rounded angles or grooves for forming throating including making temporary openings in the forms for pouring concrete, etc., all complete as directed by the Engineer-in-Charge for the sub-items mentioned below. Note: Formwork material is contractor's own property and shall be removed after completion of work.

a) For slabs, landings, balconies, canopies, deck slabs, shelves and the like in fair finish 130.00 Sq m 902.21 Rupees Nine Hundred Two and Twenty One Paise Only 117287.30

b) For lintels, beams, tie beams, cantilevers, bressummers etc. 110.00 Sq m 716.52 Rupees Seven Hundred Sixteen and Fifty Two Paise Only 78817.20

c) For stairways & steps, waist slabs etc. 9.00 Sq m 744.30 Rupees Seven Hundred Forty Four and Thirty Paise Only 6698.70

d) For columns, pillars, brackets, piers, posts, struts etc. 155.00 Sq m 381.56 Rupees Three Hundred Eighty One and Fifty Six Paise Only 59141.80

9 Supplying, fabricating and fixing second class teak wooden plain, solid, straight chowkats and frames of doors, windows and other frames, wrought framed, rebated on the solid, rounded or chamfered, put together with glue, pinned at joints and fixed to wall or in position with hold fast lugs or with dash fasteners of required dia & length, etc., all complete as directed by the Engineer-in-Charge. Note: The timber in contact with masonry shall be treated with anti-termite paint. Hold fast lugs or dash fastener shall be paid separately. 0.08 Cu m 139090.06 Rupees One Lakh Thirty Nine Thousand Ninety and Six Paise Only 10431.75

10 Providing and fixing 35mm thick flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters including ISI marked Stainless Steel butt hinges with necessary screws, etc., all complete as directed by Engineer-in-Charge. 2.50 Sq m 3380.06 Rupees Three Thousand Three Hundred Eighty and Six Paise Only 8450.15

11 Supplying and fixing the following fittings / hardware of approved make and design to door with all required screws, bolts, nuts, washers, etc., all complete as directed by the Engineer-in-Charge.

a) Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws - [200 X 10]mm 2.00 Nos 348.72 Rupees Three Hundred Forty Eight and Seventy Two Paise Only 697.44

b) Providing and fixing bright finished brass door latch (Al-Drop) [250 X 16 X 5]mm with necessary screws 1.00 Nos 299.69 Rupees Two Hundred Ninety Nine and Sixty Nine Paise Only 299.69

c) Providing and fixing bright finished brass butt hinges with necessary screws, etc., complete of approx. [125 X 85 X 5.50]mm 4.00 Nos 261.40 Rupees Two Hundred Sixty One and Forty Paise Only 1045.60

d) Providing and fixing bright finished brass handles with screws Min.125mm 2.00 Nos 249.72 Rupees Two Hundred Forty Nine and Seventy Two Paise Only 499.44

e) Providing and fixing bright finished brass hanging type floor door stopper with necessary screws 1.00 Nos 118.36 Rupees One Hundred Eighteen and Thirty Six Paise Only 118.36

f) Providing [40 x 5]mm flat iron hold fast 40cm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block [30 x 10 x 15]cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). 6.00 Each 222.67 Rupees Two Hundred Twenty Two and Sixty Seven Paise Only 1336.02

12 Supplying and fixing rolling shutter of approximate size [2.40 x 2.40]m, gear operated type with bevel gear box and crank handle, with 80 X 1.25 MS Latch conforming to IS 6248, with Hood Cover of 1.25mm thickness including curtain, lock plate, guide channels, bracket plate, roller, hood cover, etc., of standard design and approved make. The curtain shall be built up of interlocking lath sections made from cold rolled steel strips of min. 1.25mm thickness conforming to temper no. 5, dead soft quality of IS 4030. A fabricated lock plate of riveted construction made of mild steel sheet of not less than 3.15mm thickness, reinforced with mild steel angle section of not less than (35 x 35 x 5)mm size at the bottom, shall be interlocked with bottom most lath section of curtain so as to provide contact against the cill, when closed. Guide channels shall be made of mild steel deep channel section and of rolled, pressed or built up construction. Thickness of sheet shall not be less than 3.15mm. There shall be a clearance of min. 10mm between the guide wall and the end clips of the curtain. The curtain shall be supported on bracket plate fabricated out of mild steel sheet of min. 6mm thickness. The shaft shall be manufactured from heavy duty mild steel tube suitable for mechanical purposes and conforming to IS 1161, with suitable outside diameter and wall thickness to suit the shutter application. The suspension shaft of the roller shall be provided with steel or preferably cast iron pulleys and helical wire spring or flat spiral springs for counter balancing the weight of the shutter adequately. 6.00 Sq m 5280.37 Rupees Five Thousand Two Hundred Eighty and Thirty Seven Paise Only 31682.22

All gears, worms, etc, used in the assembly of the rolling shutters shall be machine cut. Anchoring rods and central hasp and staples shall be provided to give protection. The lock plate shall be fitted with sliding bolts with arrangement for locking with pad locks and 2 pulling handles each of mild steel on both exterior and interior side. The rate is inclusive of all materials, labour, tools and tackels, etc., all complete as per manufacturer's specifications and as directed by the Engineer-in-Charge. Note: (i) The contractor shall submit the shop drawing and obtain prior approval from the EIC failing which the item supplied is liable for rejection. (ii) The quoted rate shall be for the entire work and nothing extra shall be paid on this account. (iii) Clear opening shall be measured for payment.

13 Supplying, straightening, fabricating and fixing steel reinforcement of HYSD TMT bars of not less than Fe 500 conforming to IS 1786 for all concrete reinforcment members / works including cutting to length, bending to shape required, including cranking, bending spirally for hooping for column, hooking ends and binding with mild steel wire (Annealed) not less than 0.90mm dia or securing with clips, including fixing and bracing, wastage, welding, supporting or otherwise holding firmly in position so that the placing and ramming of concrete will not displace it etc., complete all as per specifications, drawings and as directed by the Engineer-in-Charge. Note: Only authorized laps, chairs etc. shall be considered for measurement. 20000.00 kgs 104.94 Rupees One Hundred Four and Ninety Four Paise Only 2098800.00

14 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates, etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-Charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners, etc.). 230.00 Kg 751.54 Rupees Seven Hundred Fifty One and Fifty Four Paise Only 172854.20

15 Providing, applying and laying cement mortar (1:6) plastering 15mm thick on brick / solid blocks / concrete surfaces, finished even and smooth with trowel for Internal/External walls, etc., including supply and fixing of hexagonal chicken mesh minimum 150mm wide having opening [20 x 20]mm of 26 gauge at juncitons of concrete & brick work or between different material, including making grooves as per the requirement n.exc 10mm width and n.exc 10mm deep with necesary materials, labour, scaffolding, curing, tools and tackles etc., at all heights, all complete as directed by the Engineer-in-Charge. 254.00 Sq m 372.66 Rupees Three Hundred Seventy Two and Sixty Six Paise Only 94655.64

16 Providing, applying and laying 12mm thick cement plaster work in for internal/ External areas of Ceilings, Chajjas etc in CM (1:4) including forming grooves n.exc 10mm wide and n.exc 10mm deep as per requirement as directed including preparation of surface by hacking etc., at all levels with necesary materials, labour, scaffoldings, curing, tools and tackles, plants etc., threading if any as directed, all complete as directed by the Engineer-in-Charge. 166.00 Sq m 337.68 Rupees Three Hundred Thirty Seven and Sixty Eight Paise Only 56054.88

17 Providing, applying and laying 18mm thick cement plaster work in two coats for external areas as directed. First coat 12mm thick in cement mortar (1:5) made rough to recieve top coat, second coat 6mm thick in cement mortar (1:6), final surface finished with a floating coat of neat cement after necessary preparation of surface, at all levels including supply and fixing of hexagonal chicken mesh minimum 150 mm wide having opening [20 x 20]mm of 26 gauge at juncitons of concrete & brick work or between different material, with necesary materials, labour, scaffoldings, curing, tools and tackles, plants etc., threading if any as directed, etc., all complete as directed by the Engineer-in-Charge. 426.00 Sq m 504.55 Rupees Five Hundred Four and Fifty Five Paise Only 214938.30

18 Painting newly plastered interior surfaces of Walls and Ceiling with two coats of premium acrylic emulsion paint of interior grade having VOC (Volatile Organic Compound) content less than 50 grams / litre conforming to IS 15489, of approved make, brand, colour, shade, tint, manufacture & pattern at all levels, including preparing the surface by removing loose dirt and any organic growth, smoothening the surface by using suitable emery paper, filling crevices and finishing even and smooth by providing and applying white cement based putty of average thickness of 1mm in 2 coats of approved brand and manufacture over the plastered wall surface and followed by the applying priming coat with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content With water thinnable cement primer on applied putty having VOC content less than 50 grams/litre, necessary scaffolding etc., all complete as directed by the Engineer-in-Charge. 420.00 Sq m 362.74 Rupees Three Hundred Sixty Two and Seventy Four Paise Only 152350.80

19 Painting newly plastered external surfaces with two or more coats applied at 1.43 litre/10 Sq m/ as per manufacturer specifications of 100% premium acrylic emulsion paint having VOC less than 50 grams/ litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint with silicon additives of approved make, colour, shade, tint & pattern at all levels, over and including a coat of approved acrylic primer including preparing the surface by removing loose dirt and any organic growth, filling of cracks, necessary scaffolding etc., all complete as directed by the Engineer-in-Charge. Note: The paint shall have anti-algal, anti-fungal, UV resistant & anti-tarnishing qualities with 100% acrylic base and silicon or elastomeric additives. 426.00 Sq m 176.36 Rupees One Hundred Seventy Six and Thirty Six Paise Only 75129.36

20 Painting Wooden surfaces of any description with two coats of synthetic enamel paint conforming to IS 2932, of approved colour and manufacture over a coat of primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content,with ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre including preparation of surface by rubbing with fine grade of abrasive paper to ensure smooth and even surface, applying knifing paste filler putty before painting the first coat etc., all complete as directed by the Engineer-in-Charge. 6.00 Sq m 288.59 Rupees Two Hundred Eighty Eight and Fifty Nine Paise Only 1731.54

21 Painting steel surfaces of any description with two coats of synthetic enamel paint conforming to IS 2932, of approved colour and manufacture over an under coat of zinc chromate primer including preparation of surface by wire brushing/sand papering and wiping the surface clean with mineral solvents to remove grease and hard marks etc., applying metal paste for steel surface before painting the first coat etc., all complete as directed by the Engineer-in-Charge. Top coat of desired shade shall be applied after the undercoat has thoroughly dried and rubbed with fine grade of abrasive paper to ensure smooth and even surface, free from brush marks etc., 14.00 Sq m 220.14 Rupees Two Hundred Twenty and Fourteen Paise Only 3081.96

22 Providing integral cement based water proofing treatment with an average thickness of 120mm including preparation of surface as required for treatment of roofs, balconies, terraces, etc., consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/m² of cement admixed with water proofing compound conforming to IS 2645 and approved by EIC over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of CM (1:5) admixed with water proofing compound conforming to IS 2645 and approved by EIC over 20 mm thick layer of CM (1:5) admixed with water proofing compound conforming to IS 2645 and approved by EIC to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. 64.00 Sq m 1639.12 Rupees One Thousand Six Hundred Thirty Nine and Twelve Paise Only 104903.68

c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/m² of cement admixed with water proofing compound conforming to IS 2645 and approved by EIC. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by EIC including finishing the surface with trowel with neat cement slurry and making pattern of (300 x 300) mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. Note: (i) A performance guarantee bond for 5 years on non-judicial stamp paper of Rs. 500/- shall be given by the contractor. The 10% of completed value of this item shall be dedcuted as defect liability deposit and the same shall be returned after sucessful completion of 5 years from the date of completion of contract / project as a whole. (ii) Plan area shall be measured for payment. (iii) The quoted rate shall be for the entire work and nothing extra shall be paid on this account.

23 Providing, fixing, testing and commissioning single socketed pipes of 110mm dia, on wall face unplasticised Rigid PVC rain water pipes of 6 kg/cm² SWR grade and of approved make conforming to IS : 13592 Type A, including jointing together with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion and all necessary fittings & specials, bends, branches, sockets, clamps, pipe cutting and wastages, cutting and making good the walls, connecting to existing lines etc., along with removal of existing rain water pipes, etc., all complete as directed by the Engineer-in-Charge. 40.00 Rm 367.21 Rupees Three Hundred Sixty Seven and Twenty One Paise Only 14688.40

Sub-Total (Excluding GST) Rupees Fifty Five Lakh Eighty Thousand Three Hundred Twenty Nine and Sixty Two Paise Only 5580329.62

The Tenderer has to Quote Percentage Above / Below as Specified and Percentage Shall be Quoted in Figures. Approximate Amount Put to Tender State Above or Below Percentage in Figures [Excluding GST] Amount

Tenderer's Quote (Excluding GST) 5580329.62 BELOW % 5580329.62

Add 18% GST Rupees Ten Lakh Four Thousand Four Hundred Fifty Nine and Thirty Three Paise Only 1004459.33

Grand Total (Including GST) Rupees Sixty Five Lakh Eighty Four Thousand Seven Hundred Eighty Eight and Ninety Five Paise Only 6584788.96

Note: The tenderer has to quote percentage above / below against the total amount considering the specified standard rates. If the contractor does not quote any percentage above / below on the total amount, the tender shall be treated as invalid and will not be considered.

WARNING: PLEASE ENTER PERCENTAGE QUOTE

HINDUSTAN AERONAUTICS LIMITED

Facilities Management Division

Pre-Qulification Profile (To Be uploaded along with Part A)

Tender Ref No. or Contract No.: HAL/FMD/C-67A/24-25

Name of Work: Proposed Civil Works of AHU Room for Existing LCA Composite Shop at Aerospace Composite Division, HAL [HC].

Estimated Amount in Rs.: 6590000

Tender Notice Date : 04.08.2025

PROVISIONAL GST ID NO. for HAL 29AAACH3641R1Z3

Sl.No Description Details Enclosed / Not Enclosed Remarks

1 Name of the Individual / Firm / Company: * Mandatory Please Enter Name of the Individual/firm/company

2 Type of ownership PlsEnter Type of Ownership

If Other, please specify

3 Details of Constitution or Legal Status such as certificate of incorporation, shops and establishments, Contractor registration No etc., Pls enter Details of Constitution

4 Address for correspondence: Pls Enter Address

5 (a) PAN No.: Pls Enter Pan NO

5 (b) Service Tax Registration No

5 (c ) Goods and Service Tax ID No.

6 Contact details

Contact person name Please Enter Contact person Name

Mobile No. Pls Enter Mobile No

Ph. No. with STD code

FAX No. with STD code 2 #N/A

7 Registered Contractor

If Registered Contractor with HAL Yes/ No Related Document to be Uploaded to eProcurement Portal * Category: E= 75 Lakhs - Lessthan= 100Lakhs F= 50Lakhs - Lessthan 75 Lakhs G = 25Lakhs - Lessthan 50 Lakhs H = 10Lakhs - Lessthan 25 Lakhs I = 5Lakhs - Lessthan 10 Lakhs J = 2Lakhs - Lessthan 5 Lakhs K = Lessthan 2Lakhs 0 7 E 1

Registration No. 199999 7 F 2

Category 200000 6 G 3

PEMD Amount ( If paid ) 499999 6 H 4

8 I.T Returns for past 03 years 999999 5 J 6

2024-25 Pls Select 'Yes' ' No' for IT Return for All Three years 1000000 4 K 7

9 Average annual financial turn over during the last 3 years, ending 31st March 2024 of the previous financial year [ should not be less than 30% of Amount put to tender] 4999999 3

YEAR TURN OVER IN Rs. Enclosed / Not Enclosed REMARKS 5000000 2

2023- 2024 Rs. Pls Enter Turn over in Rupees for all the 3 years 7499999 2

Average annual Financial turn over 0.00 1977000.00

Avg Annual Turnover criteria is not met 10000000 1

10 ESI & PF Nos with proof Nos Enclosed / Not Enclosed

ESI Registration No/. with proof if any Remarks if any

PF Registration No. with proof if any

11 Bank(s) details: [Copy of the cheque leaf to be uploaded]

Bank Account No. Related Document to be Uploaded to eProcurement Portal (Note Canceled cheque leaf to be uploaded)

Name of the Bank

Type of Account

12 Latest Bankers Solvency Certificate from Nationalized/ scheduled Bank issued NOT before 12 months from the last date of Tender submission solvency cal

Name of Bank & Branch Pls Enter Details to 'Name of the Bank' , 'Date of Issue','Value in Rs #REF! 28-Jun 0 40000

Date of Issue 200000 40000

Value in Rs. 200001 150000

Solvency value is NOT as per NIT

13 Experience of having successfully completed similar works during last 7 years ending last day of previous month. [Latest work experience certificate may be uploaded] (i) THREE similar completed works each costing not less than the amount equal to 40% of the estimated cost. (ii) TWO similar completed works each costing not less than the amount equal to 50% of the estimated cost. (iii) ONE similar completed work each costing not less than the amount equal to 80% of Amount put to the tender. 2636000 500001 250000

Completed similar works during last 7 years Pls Select %of similar works completed during last 7 years 1000000 250000

Work NoI Type of Work: [ Incase of private works the same shall be supported with TDS certificate] Related Document to be Uploaded to eProcurement Portal 1000001 500000

Brief Description of Work: Please enter Details for Work No 1 2000000 500000

Completed value of Work in Rs. 2000001 1000000

Date of Commencement of Work 4000000 1000000

Date of Actual Completion of Work: 4000001 2000000

Work No II Type of Work: [ Incase of private works the same shall be supported with TDS certificate] Related Document to be Uploaded to eProcurement Portal 10000000 2000000

Brief Description of Work: Pls Enter Details for Work No II

Completed value of Work in Rs.

Date of Commencement of Work:

Date of Actual Completion of Work: work done

Work No III Type of Work: [ Incase of private works the same shall be supported with TDS certificate] Related Document to be Uploaded to eProcurement Portal #REF! 2555

Brief Description of Work: Pls Enter Details for Work No III #REF!

Completed value of Work in Rs.

Date of Commencement of Work:

Date of Actual Completion of Work:

14 Details of person holding the power of Attorney (If different from contact person)

Name Related Document to be Uploaded to eProcurement Portal

Mobile No. Pls Enter Details for Person holding Power of Attorney

Ph. No. with STD code

FAX No. with STD code

15 DECLARATION I

The document being viewed / downloaded from the website and having read & understood all the contents of the tender document mentioned under terms and conditions including price bid do hereby accept all the terms and conditions laid down in the said Tender document and will abide by the same on acceptance and ward of work.

16 DECLARATION II

I/We declare and confirm that - 1. All information and attachments submitted along with this offer are true and correct. 2. I/We are aware that any false information provided herein will result in the rejection of my offer. 3. I/We shall not make refund claims of expenditure incurred in processing this offer. 4. I / We aware that document sought only be uploaded for evaluation of offer. Pls Accept the Delaration II