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5,85,743.46

29,300.00

ekg

Mh@ flaxy fcM

650.00

+18% GST

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4- fufonk ds lkFk nh tkus okyh izfrHkwfr dh /kujkf'k] dk;Z xx.xX djus gsrq fu/kkZfjr le;] dk;Z dh Xx.xx o vU; 'krsZ ,oa fooj.k fufonk lwpuk esa vafdr 'krksZ] fooj.k ,oa ^uksV* ds vuqlkj ykxw gksxhA fufonk lwpuk fufonk izi= dk ,d va'k gSA

5- leLr fufonkvksa gsrq izfrHkwfr dh /kujkf'k vf/k'kklh vfHk;ark] y0fo0izk0 dks U;Lr ,u-,l-lh-@,Q-Mh-vkj-@,u-,l-

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8- fufonk dh Lohd`fr izkIr djus okys Bsdsnkj dks Lohd`r i= izek.k ys[k ij gLrk{xx xxxx gksaxsA

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10- fufonk dh nj rFkk tksM+ dks 'kēnksa rFkk vadksa esa LieV :i ls Hkjk tk;sa rFkk dksbZ Hkh dfVax o vksoj jkbZfVax u dh tk;sxh vU;Fkk fufonk vLohd`r dj nh tk;sxkA

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5,85,743.46

29,300.00

01 ekg

Mh@ flaxy fcM

650.00

+18% GST

03-09-2024

12-09-2024

vijkUg 3:00 cts rd

uksV :

1- leLr fufonkvksa gsrq izfrHkwfr dh /kujkf'k vf/k'kklh vfHk;ark] y0fo0izk0 dks U;Lr ,u-,l-lh-@,Q-Mh-vkj- @,u-,l-,l- ds :i esa tek djuk gksxkA ;fn fdlh fufonk ds lkFk mDr izfrHkwfr /kujkf'k tek ugha gksxh] rks ,slh fufonk,a [kksyrs gh iqu: lhy dj nh tk,axhA

2- fufonk xxX; uxn@cSad Mªk¶V ds :i esa lfpo] y[kuÅ fodkl izkf/kdj.k ds i{k esa ns; gksxh] tks okil ugha gksxhA

3- fufonk ds lkFk iathdj.k ds uohuhdj.k dh jlhn dh Nk;kizfr layXu djuk vfuok;Z gksxkA

4- lM+d ds dk;kZsa esa fcVqfeu ds iz;ksx dh n'kk esa fcVqfeu dh [kjhn xx xxxx.k i= dk;Z ds nkSjku miyē/k djkuk gksxkA ;fn dk;Z gkWVfeDl Iyk.V ds ek/;e ls djk;k tk,xk rks fcVqfeu dh [kjhn xx xxxx.k i= Iyk.V dh vksj ls fn;k tkuk vfuok;Z gksxkA

5- dk;kZy; vodk'k dh n'kk esa vxys dk;Z fnol rd fufonk osclkbV ls yksM dh tk ldsxh@Mkyh tk ldsxh@vxys dk;Z fnol dks [kksyh tk,xhA

6- fdlh Hkh fufonk dks Lohd`r vFkok vLohd`r djus vFkok foHkkftr djus dk xx.xX vf/kdkj mik/;{k] y[kuÅ fodkl izkf/kdj.k esa fufgr gksxkA

7- vU; tkudkjh v/kksgLrk{kjh ds dk;kZy; ls Kkr dh tk ldsxhA

eq[; vfHk;Urk

SCHEDULE ‘A’

The work is to be done in connection with.......................................................................

............................................................................................................................................................

The site of work can be ascertained from the Assistant Engineer (Project Lucknow Development Authority, Lucknow).

The tenders are advised to inspect the site of the work ....................................................

Before tendering the rates so that the may fully acquaint themselves with the nature of the work to be done, the means of communication and availability of materials and water required for the work.

The contractor must complete the work in accordance with the specification and to the entire satisfaction of the Engineer Incharge with the specified period.

SCHEDULE ‘B’

The drawings regarding this, this work can be seen in the office of Xxxxxxxxxx Xxxxxxxxx Xxxxxxx Development Authority on any working day from 10 A.M. to 5 P.M.

SCHEDULE ‘C’

-- NIL --

SCHEDULE ‘D’

The following samples be submitted by the contractor within 10 days of the receipt of orders to start the work and subsequent supplies shall not be inferior to the samples approved.

1. Bricks	10 Nos.	Surkhi	1Cft.
2. Coarse Sand	1 Cft.	Brick ballast	1 Cft.
3. Local Sand	1 Cft.	Any other sample	Desired by the Engineer
4. Hard stone grit	1 Cft.

Materials specified by the Engineer from time to time and brought on the site of work shall eccasinally be tested by the Engineer at the cost of the Contractor. The material rejected shall be removed by the contractor within 24 hours, failing which the rejected materials shall be removed or disposed of by the Lucknow Development Authority at the cost of the contractor.

SCHEDULE ‘I’

1. All materials supplied by the contractor brought on the site shall be testd by the Engineer Incharge frequently to check up if they confirm the specification of P.W.D.

2. All the rates as may be necessary shall performed at the contractor’s expenses and will have to make all necessary arrangement for conducting them and when called upon on to do so to the satisfaction of the Engineer.

SCHEDULE ‘F’

All works specified herein shall be completed in all respect to the entire satisfaction of the Engineer Xxxxxxxx and handed over to him or any persons nominated by to take over within a periad of months from the date of receipt written order to commence the work.

The contractor’s responsibility shall, however, not & untill the maintenance period of one year or one rainy season with which ever is more from the date of completion is over is any defect is notified at the contractor’s cost.

Individual portions of the work may be brought into use of the Lucknow Development Authority as each section is completed but maintenance period of one year or one rainy season which ever is more shall be finally counted from the date of entire work under the contract is finally completed and handed over.

SCHEDULE I

The department will supply the following materials at the rate mentioned against each.

SI. No. Name of the material Rate Place of issue Remarks 1- Xxx Xxx

2- Xxx Xxx

CONDITIONS

1. The Engineer and subordinate incharge shall be free inspect the godown of Contractor at any time.

2. Every effort will be made by the L.D.A. for continuous supply of the above Material but the department dose not guarantee for the same and it will have to be arranged by the contractor without any claim. It should carefulled noted by the contractor that no compensation whatsoever shall be given to them for any interruption in the work for want of supply of material form the L.D.A. or any other case whatsoever.

3. Material issued to the contractor shall be carted by them to the site of work at his own cost.

4. Stores supplied by the department, if found damaged or missing shall be recovered at double the rate of issue. In case of materials supplied free of cast the deductions shall be made at double the book value of the material.

5. Any other material not easily available in the market at the time of construction but existing in the department store can be issued at the store issue rate plus 10% or market rate whichever is higher on the written request of the contractor.

6. The contractor will have to make his own arrangement for the all T.P. machinery and other equipment required to complete the work under his contract.

Contractor................................................

Dated........................................................

Witness....................................................

Dated........................................................

LUCKNOW DEVELOPMENT AUTHORITY LUCKNOW

SPECIAL CONDITIONS FOR WORK

All the work shall be carried out as per detailed U.P.P.W.D., U.P. JAL XXXXX, U.P. POWER CORPORATION LTD., M.O.S.T. (Road Wing) specifications for road and bridge work (third revision 1995) as the case may be, latest circulars and instructions issued time to time as per instructions of Engineer-in-charge and other inspecting officers.

Extent of Contract

The Contract comprises construction and completion of the specified job and the provisions of all labour, materials, T&P etc. and transport, temporary works etc. whether of temporary or permanent in nature required for the construction, completion and maintenance of the work.

Inspections of the site

The tenderer (s) must inspect and examine the site of work and its surroundings and satisfy himself/themselves before submitting his/their tender. He/they has/have to make sure of the positions of quarries and availability of required material from quarries mentioned in the specifications, topography of the site availability of labour and material and other amenities before tendering. No claim for additional work or extra work due to any of the above will be allowed.

Entries in Tender

All entries by the tenderer should be in one ink and one hand/on prescribed bill of quantity only. Eraseres and overwriting are not permissible. All corrections should be neatly written and signed by the tenderer. Rate should be written in figures as well as in words. In case there is any variation, lower rate shall be treated as Tender rate.

Conditional/ Incomplete Tender

Conditional, incomplete, unsigned tenders will not be considered. Only those bidders who supply necessary proof/documents of possession of the required equipments in their bids should be considered as responsive for further evaluation.

Address of Contractor

The contractor shall give his full permanent postal address. The postal receipt of the letters sent to him on this address shall be considered sufficient proof that they have been delivered to him.

Acceptance of Tender

The department shall have the right to accept or reject any or all the tenders or part thereof, without assigning any reason to contractor and no claim whatsoever shall be entertained on this account.

Signing of Tender Documents

Contractor shall sign each page of tender documents before offering his tender and required stamp duty on the contract deed will be borne by the contractor.

Copy of Contract

On request, the Executive Engineer may furnish the contractor with a copy of the contract.

Time of Completion

The time of completion as shown in this tender is for completion of the entire work.

Employment of Labour

The contractor shall submit a daily report to the Engineer-in-charge regarding the total labour employed by him for the work and shall be bound to pay wages which shall not be less than the wages fixed under Minimum Wages Act.

Line and Levels

The contractor shall be solely responsible for setting out the works and for the correctness of the position, levels, dimensions and alignment according to the specification and shall provide all necessary assistance, instruments, pegs, sticks, poles and other materials, required for the purpose. The tender rates shall be deemed to include all this.

Programme and Returns to be Furnished

As soon as practicable, but not later than 7 days after the acceptance of his tender, the contractor shall submit to the Executive Engineer for his approval, a time schedule to carry out works. The contractor shall whenever required by the Engineer-in-charge, furnish for his information arrangements for carrying out the work. The submission to and approval by Engineer-in-charge of such program or furnishing of such particulars shall not relieve the contractor of any of his duties or responsibilities under the contracts. In addition, the contractor shall have to furnish returns of work done by him, as may be directed by the Engineer-in-charge from time to time.

Execution

The contractor shall have to execute various item of works strictly according to the order and time schedule approved by the Executive Engineer. Materials will also be tested for proper grading of Mix by Department before use.

Technical Staff at Site of Work

The contractor shall have to employ full time technical staff for supervision of the work. Name of the technical staff employed by the contractor shall be intimated in writing to the Engineer-in-charge. Any change of technical staff during the execution of work should be intimated immediately in writing to the Engineer-in-charge.

Site Office

The contractor shall establish and maintain a site office under his authorized representative/technical staff.

All relevant documents shall be kept in the site office.

Order Book

A site order book shall be maintained at the site of work in which instructions shall be given to the contractor as and when necessary. These instruction/orders, shall have to be signed and complied by the Contractor or his authorized representative. The entries in 'Site Order Book' shall be treated as proper notice serving upon the contractor in terms of his contract.

Lighting Arrangement

The contractor shall make his own arrangement for lights during the fag end of the day in case the work is likely to be delayed due to unavoidable circumstances.

Traffic Control

The contractor shall take all measures necessary for the safety of traffic during execution of work and shall provide, erect and maintain such barricades, reflective signs and caution boards, making flags, lights flagmen as necessary or as directed by the Engineer-in-charge for smooth and safe flow of traffic during execution or work. The contractor shall ensure to proper maintenance of pattries in 2.5m. width during execution of the bituminous work and it shall be kept always damp by regularly watering to avoid nuisance. In case of any casuality taking place at the work site, the contractor shall be solely responsible for payment of any compensation etc. to the aggrieved party.

Suspension of Work

The contractor on the written order of the Executive Engineer/Assistant Engineer shall suspend the progress of the works or any part thereof, for such time and in such manner as may be considered necessary and during such suspension shall properly protect and secure the work as far as necessary in the opinion of the Executive Engineer. Nothing extra shall be paid to the contractor if such a suspension is necessary for proper execution of the work by reason of weather or by some default or the contractor or necessary for safety of the work or any part thereof.

Samples

Contractor shall make laboratory with sufficient arrangement of testing facilities, appliances and laboratory technicians etc. at site and shall always co-operate in procurement of samples, conduction tests, as may be directed and no extra payment shall be made for them. Test samples shall be taken carefully in accordance with the I.S.I. method of sampling, no plea shall be entertained on this account. Job Mix Formula for B.M. and S.D.B.C. shall be done from any reputed authority by the contractor on his cost.

Testing Materials

All materials and workmanship shall be of the respective kind described in the contract and in the accordance with Engineer-in-charge instructions and shall be subjected from time to time to the testes mentioned under specifications. The contractor shall provide such assistance, labour and materials as are normally required for examining measuring and testing of the works and quantity weight or quality of materials used and shall supply materials, sufficiently in advance for testing as mentioned under specifications. The materials used subsequently for execution of the work shall strictly conform to the quality and sample approved. Necessary test for which facilities are not available locally or at site shall be conducted in the nearest available laboratory research institute, Lucknow or any other reputed technical institution. Cost of such testing and forwarding of sample to the laboratory etc. shall be borne

by the contractor and nothing extra shall be paid on this account. Regular quality control test registers shall be maintained by the contractor.

Royalties and Taxes etc.

The contractor shall pay all royalities, license fee, other charge at quarry, octroi duties, custom duties, toll taxes, trade tax and any other local taxes as may be levied. No passes for octroi or toll levied by local bodies on toll bridges shall be issued by the Department. Rate shall inclusive of the same. Nothing extra shall be paid due to fluctuations in the cost of materials, machines, bitumen, P.O.L., labour and all types of taxes etc.

Compliance with Local Bye Laws

The contractor shall throughout the continuance of the contract and in respect of all matters arising out of performance thereof, confirm with all required regulating and bye-laws of the local or other authorities which may be applicable to the works.

Road Transport

The contractor employing motor vehicles for transport of material shall abide by provisions of the Motor Vehicles Act.

Damages by Rains, Accidents or Natural Calamities

No payment will be made to the contractor for damage caused by rains, accidents or other natural calamities during the progress of work. No claim whatsoever shall be entertained on this account.

Default of Contactor in Compliance

Xxxxxxxx defiance of the instructions of Engineer-in-charge on the part of the contractor or his authorized agent will make the contract will liable to be terminated.

Clearance or Site on Completion

The contractor shall at all times keep the premises free from accumulated waste materials or rubbish caused by his employees on the works and on completion of the work, he shall clear away and remove from site all surplus materials, rubbish and temporary work of any kind and fill up borrow pits dug by him. He shall leave whole of the site and work clean and in a workmanlike condition to the entire satisfaction of the Engineer-in-charge.

SCHEDULE – 'G'

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XX.Xx

Name

Qty

Unit

Rate

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of

rubbish to the dumping ground within 50 metres lead.DSR-2023/15.56

366.00

Sqm

43.17

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.

For thickness of tiles 10 mm to 25 mm. DSR- 2023/15.23.1

45.00

Sqm

57.98

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 40 mm nominal size derived from

natural sources) DSR-2023/13.41.1

5.00

Cum

5381.13

Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device(handle lever) conforming to IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White vitreous china orissa pattern W.C. pan of size 580x440 mm with intergral type

foot rests DSR-2023/17.1.1

1.00

Nos

5345.90

Providing and fixing white vitreous china laboratory sink including making all connections excluding cost of

fittings: Size 450x300x150 mm. DSR-2023/17.27.1

1.00

Nos

1984.96

Providing corrugated G.S. sheet roofing including vertical

/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. 1.00 mm thick with zinc coating not less than 275 gm/m². DSR-2023/12.1.1

13.34

Sqm

1151.07

Renewing glass panes, with wooden fillets wherever necessary: 14.6.1 Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). DSR-2023/14.6.1

14.00

Nos

1248.83

Providing and fixing plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with : SUB HEAD : 14 REPAIRS TO BUILDING 1099 Second class teak wood.

DSR-2023/14.27.1

10.50

Sqm

3635.86

Providing and laying integral cement based water proofing treatment 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/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge 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 cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the

surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement

74.88

Sqm

1330.74

:4 coarse sand) admixed with water proofing compound conforming to IS

: 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 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.“All above operations to be done in order and as directed

and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.DSR-2023/22.7.1

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size to Tile 600x600mm. DSR-

2023/11.41.2

45.00

Sqm

1227.15

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.DSR-2023/

366.00

Sqm

123.27

Finishing walls with textured exterior paint of required shade : Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm. DSR-

2023/13.110.1

366.00

Sqm

133.65

12 mm thick pre-laminated particle board (decorative lamination on both sides) grade -1, medium density flat pressed, three layer particle board FPT- I or graded wood particle board FPT- I, conforming to IS : 3087, bonded with BWP type synthetic resin adhesive as per IS : 848 and pre-laminated conforming to IS : 12823, Grade 1,

Type - II marked :DSR-2023/9.6.2

84.00

Sqm

2537.88

J.E. A.E.

I/we here by offer to execute the above work on %

above/below (in figures) above/below (in words).

Signature of Contractor Name of Firm

Address. : Phone/Mobile No.:

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