TENDER NO. ---

NAME OF THE WORK : PROPOSED CIVIL REPAIRS,

WATERPROOFING OF U. G. WATER STORAGE TANKS, PROVIDING DRAINAGE PIPE LINE, REPAIRING AND CONSTRUCTING INSPECTION CHAMBERS AT BUILDING NOS.7,8,9,10,11&12 SITUATED AT GIC STAFF QUARTERS, MAGHATHANE, BORIVALI (EAST) MUMBAI.

NAME OF THE BUILDING: GIC STAFF QUARTERS,

BUILDINGNOS.7,8,9,10,11&12MAGHATHANE, BORIVALI

MUMBAI.

NAME OF THE ARCHITECT

: MR. RAMKRISHAN KEJRIWAL

M/S. KHANDEPARKAR KRJRIWAL & ASSOCIATES 3RD, SAROJ NIWAS, 134, DHEERUBHAI PARIKH MARG, KALBADEVI ROAD, MUMBAI – 400 002 OFF NO. 2241 46 95/ 2240 3844 FAX NO. 2241 0887

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THE UNITED INDIA INSURANCE COMPANY LIMITED The Regional Manager, R.O. 1

United India Insurance Co .Ltd Stadium House, 5th floor,

Veer Nariman Road, Mumbai – 400 020

NOTICE FOR INVITING TENDER.ToInvitation to Bid FOR PROPOSED CIVIL REPAIRS, WATERPROOFING OF U. G. WATER STORAGE TANKS, PROVIDING DRAINAGE PIPE LINE, REPAIRING AND CONSTRUCTING INSPECTION CHAMBERS AT BUILDINGNOS.7,8,9,10,11&12 SITUATED AT GIC STAFF QUARTERS, MAGHATHANE, BORIVALI (EAST) MUMBAI.

This is an invitation to bid from The Regional Manager, R.O. 1, United India Insurance Co .Ltd, Stadium House, 5th floor, Veer Nariman Road, Mumbai – 400 020

The bidder is required to go through the tender inquiry document carefully which will form part of the contract. The bidder is expected to quote item rates for various items given in “SCHEDULE OF QUANTITIES ” furnish all the information asked for in the bid, sign all the pages and submit the price bid (Tender) in sealed envelope to The Regional Manager, (Estate Department) R.O.1, United India Insurance Co .Ltd, Stadium House, 5th floor, Veer Nariman Road, Mumbai – 400 020.

United India Insurance Co. Ltd / Consultant reserve right to accept any

tender or to refuse any / all tenders without giving any reason for the same

FOR & ON BEHALF OF “THE UNITED INDIA INSURANCE CO. LTD”

M A N A G E R

Place: - Mumbai.

Date: - ………………..

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P R E F A C E.

Pages(A) PROJECT INFORMATION 03 (B) TERMS AND CONDITIONS 4 to 16(C) SPECIFICATION OF MATERIALS 17(D) SCHEDULE OF DEVIATIONS 18(E) PRE BID QUALIFICATION. 19(F) SPECIAL CONDITIONS 20 to 21 (G) SCHEDULE OF QUANTITIES 1 to 5(H) ENCLOSURES 22 to 34

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1. PROJECT INFORMATION

Title Proposed civil repairs, waterproofingof U.G. water storage tanks,providing drainage pipe line,repairing & constructing inspection chambers at building Nos.7,8,9,10,11& 12 situated at GIC Staff Quarters,Maghathane, Borivali(East) Mumbai

Location Borivali

Nearest Railway Station Borivali/Kandiwali

Scope of work waterproofing of undergroundStorage tank and sewerage line along with manhole etc.

Approximate Cost of work Rs. 35,00,000/-(Rupees: Thirty Five Lakhs Only)

Consultant/Consulting Engineer Shri Ramkrishan KejriwalM/s. Khandeparkar Kejriwal & Associates.134, Dhirubhai Parekh Marg,Kalbadevi Road,Mumbai – 400 002.

Last Date of Tender submission ………………….

Issued of Tender Document ………………………

E.M.D. Rs. 20,000/-(Rupees: Twenty Thousand Only)

Tender cost Rs.2500.00

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B. TERMS & CONDITIONS 1. Instruction to Bidder:-Bids shall be submitted in sealed envelope to the following address by completing all the enclosures sent with bid and signing all the pages and E.M.D. Rs. 20,000/- (In words Rupees: Twenty Thousand only (In the name of United India Insurance Co. Ltd.)Schedule of Quantities for PROPOSED CIVIL REPAIRS, WATERPROOFING OF U. G. WATER STORAGE TANKS, PROVIDING DRAINAGE PIPE LINE, REPAIRING AND CONSTRUCTING INSPECTION CHAMBERS AT BUILDING NOS.7,8,9,10,11&12 SITUATED AT GIC STAFF QUARTERS, MAGHATHANE, BORIVALI (EAST) MUMBAI.

shall be duly signed along with all the pages of the documents and submitted to, The Manager, The Regional Manager, R.O. 1, United India Insurance Co .Ltd Stadium House, 5th floor ,Veer Nariman Road, Mumbai – 400 020Bid shall be submitted on or before ………………. Up to 3.00 p.m.Bid shall be accompanied with the amount in the form of crossed demand draft/pay order towards interest free earnest money deposit as directed in clause No. 3 herein below.

1.1 United India Insurance Co. Ltd and Consultant will not be responsible for delay on any account in respect of Bid Documents. If any Bid is received after the specified date and time , even if the delay is due to postal or other transit delays or any other reason(s) whatsoever the same is liable to be rejected.1.2 Telegraphic Bids will not be accepted under any circumstances.1.3 The Bidder shall be submitted the Technical Bid & Financial Bidin Two separate envelop, writing on the envelopTECHNICAL BID AND FINANCIAL BID on the top of the respective sealed envelope must show on outside thename an address of the Bidder. In additions, the top left hand corner of sealed envelopes should be sub-scribed Proposed civil repairs, waterproofing of U.G. water storage tanks, providing drainage pipe line,repairing & constructing inspection chambers at building Nos.7,8,9,10,11& 12 situated at GIC Staff Quarters, Maghathane, Borivali(East) Mumbai Bid with no indication on outside to indicate that it is a Bid and which might get opened before the due date and time is liable to be disqualified.

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1.4 The Bids shall be opened by the Consultant/ United India Insurance Co. Ltd. and bidders will be communicated about outcome by Consultant/ United India Insurance Co. Ltd. Bidder may be allowed to be present while opening the Bids.1.5 All questions, clarifications, doubts etc. relating to this Bid shall be discussed with consultant before filling and submitting the Bid.1.6 All specifications and documents enclosed with this Bid are the UIICL’s property and are to be used only for the purpose of Bidding for the said work.1.7 Bidders shall quote strictly in accordance with the requirements of this invitation to Bid. Bidders shall note that unless any and all deviations they may wish to make from the enclosed specifications, are listed in the “Schedule of Deviations” in section “D” of the Bid Documents it shall be deemed that the bidder has no deviations from stipulations of this Bid documents.1.8 The UIICL and the Consultant do not bind themselves to accept the lowest or any bid and reserves the right to accept or reject any or all Bids or portion thereof.1.9 The Consultant and the UIICL reserves the right to split the work, either at the initial contract awarding stage or even later , without assigning any reason thereof. And will not be liable legally or normally for financial losses or damages suffered.1.10 All rebates , discounts , if any, offered by the Bidder shall be indicated in the Schedule of quantities and shall not be indicated in the forwarding letter.1.11 The Bid shall be valid for a period of 90 days from the date of opening the Bid.1. Definitions

1.1 The UIICL shall mean “UNITED INDIA INSURANCE COMPANY LIMITED’’, CHURCHGATE, MUMBAI2 Earnest Money Deposit 2.1 Bidder shall pay Earnest Money Deposit of Rs.20,000/- in the form of crossed demand draft drawn in favor of UNITED INDIA INSURANCE COMPANY LIMITED. E.M.D. to be enclosed with Technical Bid.2.2 Earnest Money deposit will be returned to the Bidder in case his bid is not accepted. The deposit amount shall be adjusted towards initial security deposit in case of successful bidder. No interest will be paid on Earnest Money deposit in any case.

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2.3 The bid will be rejected if earnest money deposit is paid in any form other than Demand Draft/Pay order.3 Security Deposit5% amount of every running account bill will be deducted as balance Security deposit and the same will be released/returned to the contractor only after the expiry of defects liability period of one year from the date of virtual completion subject to condition that , once the defects, if any, are rectified by the contractor to the satisfaction of the Consultant/ UIICL3.1 No interest on Security Deposit will be paid at any stage whatsoever.4 Defects liability Period

4.1 Defects liability period for capitalized goods such as furniture, utensils etc. would be as per warranty of respective furniture. Defects liability period for repaired work shall be one year from the date of Final Completion Certificate.5 Payment Mode of Payment6.1. All such interim payments shall be regarded as payment by way of advance against final payment only and not as payment for work actually done and completed and shall not preclude the right of the UIICL and The Consultant from getting bad, unsound and imperfect or unskilled work to be removed and reconstructed by the contractor.6.2. Period of honoring interim certificate shall be 10 days after certification of measurement and bill by the Consultant.6.3. The UIICL shall deduct T.D.S. from the payment of each running bill as per the prevailing Income Tax Law. However, Sales Tax, Purchase Tax, VAT Tax, Work Tax, Turnover Tax etc. if any, shall be the liability of the contractor.7. Terms and Completion

7.1. Time is the essence of contract and contractor shall complete the entire work in –4 - ( FOUR ) months from the date of issue of letter of intent.

7.2. Penalty : A penalty of Rs. 1000.00 per day will be levied upon contractor for the duration of work beyond 1 months and agreed extension time. 7

8. Item Rate Contract: 8.1. Methods of measurement will be as per IS 1200 unless otherwise noted. Consultant’s decision will be final and binding on the contractor regarding method/mode of measurement.8.2. No escalation in rates will be permitted. Under no circumstance will the UIICL agree to escalation in the rates quoted and no claims on this account for whatsoever reason will be entertained at any stage.8.3. Contractor shall appoint a qualified experienced supervisor at site who shall execute the work to the full satisfaction of the UIIC and the Consultant9. Contractor must ensure that fair wages are paid to the labour engaged by him in accordance with the current labour laws of the state. The contractor shall be responsible for compliance with all labour laws and keep the UIICL indemnified against any claim in this regard.9.1. The rates of extra items , if any shall be derived on the basis of similar items in Schedule of Quantities . If any particulars item is not similar in nature the rate shall be derived by actual labour, material cost and 20% thereof to cover overhead and profits. Such cost to be certified by the Consultant in consultation with the UIIC 10. Contractor shall mobilize on site all machinery and equipments such as Grunting equipments, welding equipments or any other special process equipment at his own cost. If any special equipment is requested by the consultant , it will have to be provided by the Contractor at the site, at his own cost for all plastering work and concreting etc. The mixer machine shall be used to get the homogeneous material. 11. The quoted rates shall be inclusive and cover the cost of materials, freight, all types of taxes , duties, levies, royalties, erection, construction, testing of materials , samples brought for approval, tools and tackles, plant and equipment , labour, supervision, overhead and profit and any other expenditure incurred for completion of work as per drawing, specifications and to the full satisfaction of the UIICL /Consultant. 12. The steel /wooden props of any size and length, scaffolding etc. shall be provided free of charge wherever required before/ during the execution of work. 13. The quoted rates shall include cost of lighting, security of contractors materials and equipments.8

14. The work shall commence within one week of issue of letter of intent.15. Contractor shall bear in mind that he will have to carry out the works inside the office during office hours. . He shall take utmost care to see that:a. Working area kept cleanb. Hessian cloth curtains are hanged over each window and Over scaffolding. Shall cover the office furniture with plastic tarpaulinc. Contractor has to organize the work and dump the material in such a way that move ability and convenience inside and out side the office is not disturbed during the execution of the work. d. No inconvenience /nuisance is caused.16. The Contractor must visit the site of work regularly and see for himself conditions regarding all matters related to performance of his duties and the quality of work being performed.17. The Consultant, his representative and the UIICL shall at all responsible times have free access to the works and/or to the workshops /factories or other places where materials are being prepared for the contractor and also to any place where the materials are laying or from which they are being obtained, the contractor shall give every necessary facility to consultant and the UIICL for inspection and examination and test of the materials and workmanship to the extent of discontinuing portions of the work temporarily or of uncovering or taking down portion of finished work, at contractor’s cost18. The contractor shall be responsible for disposing the debris out side the UIICL premises on regular basis. He shall not dump the same on road/garbage’s dumps in the area. He shall be responsible to attend the complaints that might arise from improper disposing the material. The contractor shall also ensure that after finishing every days work, the place shall be kept clean free of debris especially inside house, or in the corridors, open yards staircase, such that members are not inconvenienced.The saleable scrap of C.I. pipes and fittings etc. shall be the owners property and the contractor shall store the same at the location as directed by the owner/ consultant. The contractor shall maintain a record of the said material along with the owners representative.

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19. The rates quoted shall be valid for working at all heights and depth . No extra payment shall be made for scaffolding, centering, ladder , for transportation of labour and material to higher / lower levels, etc.20. The item rate specification are indicative and the contractor shall have to UIICL / Consultant reserves the right to increase decrease quantity o the item or to add/delete any item in totality The contractor shall not claim any compensation in lieu of charges of quantities as stated above.21. The contractor after receipts of written notice from Consultant and the UIICL requiring compliance, fails to comply with the same, then the UIICL /Consultant reserves the right to terminate contract without giving any compensation and/or employ and pay other agencies to execute any such work whatsoever as may be necessary to give effect thereto and all costs incurred in connection therewith shall be recoverable from the contractor by the UIICL on a certificate by Consultant. The Owner may deduct the said cost from any money due or to become due to the contractor.22. The contractor shall provide everything necessary for the proper execution of the works according to the intent and meaning of drawings/ specification and Schedule of Quantities taken together whether the same may or may not be particularly shown or described therein provided that the same can reasonably be inferred there from and if the contractor finds any discrepancy therein shall immediately and in writing refer the same to the Consultant and The UIICL whose decision will be final and binding on the contractor23. In case any dispute or difference shall arise between the UIICL and Consultant on the one hand and the contractor on the other hand concerning this contract or the construction, meaning, operation or effect thereof or of any clause herein contained of as to the rights, duties, liabilities of the parties hereto respectively or of the consultant under or by virtue of these presents or otherwise or touching the subject matter of these presents or arising out of or in relation thereto (except as to matters left to the sole discretion of The UIICL /Consultant) the same shall be referred to arbitration of a single arbitration in case the parties can agree one , otherwise to two arbitrators before entering upon the reference & in either case in accordance with & subject to the provisions of the Indian Arbitration Act, 1996 or any statutory , modification or re-enactment thereof for the time being in force. 24. Contractor shall replace all the broken glasses and any damages to property , broken or damaged during progress of work due to falling debris etc. Quoted rates shall be inclusive of such replacement cost and no separate payment shall be made for the same. It is advised to the contractor to cover the glass panels by cardboard or any other suitable material to avoid breakage.

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25. Contractor will be allowed to carry out his activities only during 9.00 am to 6.00 P.M. He shall not be allowed to carry out work during extended hours.26. Contractor shall discuss with Consultant/The UIICL and prepare detailed bar chart for progress and completion of work.27. Taking permission from all the competent authorities ( i.e. BMC, Water Department, B S E S, B E S T, Port Trust etc. ) will be taken by The contractor. Deposits if any will be paid by the UIICL separately.28. Holes made in the walls or slabs to support access scaffolding shall be sealed with rich cement and brick bat/concrete to consultant satisfaction Contractor shall erect double bamboo scaffolding or steel tubular scaffolding. He will be allowed to take lateral support by fixing expansion anchor bolts in the structure or by other means with prior permission of the Consultant.29 The contractor shall indemnify UIIC, against any liability, directly or third party, incase of an accident during the execution of work.30. No idling charges shall be paid to the contractor for labour and equipment under any circumstances.31. No labour is allowed to stay in the premises except one watchman/curing man for security of contractor’s material .

32. Only one place in the premises shall be given for storage of cement, sand and other necessary material.33. SAFETY ASPECTS

Safety Provision: The contractor shall take full responsibility for the adequate stability and safety of all site operations and methods of constructions, subject to provision of expected risk and special risk.The contractor shall at his own expenses arrange for safety in his operation as required. General safety provision shall be as per latest safety manuals published by Indian Standard Institution , Statutory Rules , Regulations and Provisions of Contract conditions. In case the contractor fails to make such arrangements, the consultant or Owner’s representative shall be entitled to cause them to be provided and to recover the cost thereof from the contractor.11

Scheme for SafetyThe contactor shall submit to the Consultant or Owner’s representative a detailed proposal covering safety measures he proposes to adopt at the site. After approval he shall ensure that the copies of approved proposals are given to the person concerned to implement these measures with instruction that same should be adhered to strictly.Breach of Safety RequisitionPersistent breaches of the safety provisions by the contractor and his employees shall constitute a sufficient cause of action to be taken under clause regarding “Default by contractor.INSURANCE

Insurance of work:The contractor shall insure in the joint name of the Owner and the contractor the following.a) The work at the contract price together with the materials for incorporation in the works at their replacement value.b) All plant and equipment and other things together brought to the site by the contractor at their replacement value.c) The insurance shall be against all losses or damages from whatever causes, other than expected risk for which the contractor is responsible under the contract. The insurance cover shall be for entire period of contract and for any loss or damage occasioned by the contractor in course of any operations carried out for the purpose of complying with his obligations under mentioned clause. Such insurance shall be effected with an insurer and in terms approved by the owner, and the contractor shall, wherever required, produce the policy or policies and the receipts of payment covering the premises of the current premium.

Third Party Insurance Before commencing the execution of the works, the contractor shall his liability of any material or physical damage, loss or injury which may occur to any property and person/s including any employee of the owner, resident of the building and consultant and their representative , by arising out of execution of works or in carrying out of contract. Such insurance shall be effected with an insurer and in 12

terms approved by the Owner. The contractor shall whenever required produce to the owner the policy or policies of insurance of premises and the receipts for the payment of the current premiums.Insurance Against Accidents to WorkmenThe Owner shall not be liable for or in respect of any accident or injury to any workmen or the other persons in the employment of the contractor. The contractor shall insure against such liability with an insurer approved by the owner.Period of PoliciesAll the Insurance covers mentioned above shall be kept alive during the complete period of the contract including defect liability period.Remedy on Contractor’s failure to Insure.If the contractor shall fail to effect and keep in force the insurance referred to above or any other insurance which he may be required to effect under terms of contract, then the Owner may effect and keep in force any such premium or premiums as may be necessary for that purpose from time to time and deduct the amount so paid by the Owner as aforesaid from any monies due or which may become due to contractor , or recover the same as a debt due from the contractor.

General Safety conditions(i) Adequate H – type frame work (or double – scaffolding ) shall be provided for workmen for all work that can not done from the ground, or from solid construction. When a ladder is used, an extra worker shall be engaged for holding the ladder , and if the ladder is used for carrying the materials as well, suitable footholds and handholds should be provided.(ii) Scaffolding or staging more than 3 meters above ground or floor, swung or suspended from an overhead support or erected with stationary support, shall have a guard rail ( 1 meter high) properly attached bolted, braced.(iii) Working platforms, gangways and stairways shall be so constructed that they do not sag unduly or unequally and be suitably, fenced, as described above.(iv) Every opening in the floor of building or in working platform shall be endorsed with suitable means to prevent fail of person or materials by providing suitable fencing or railing with minimum height of 1 meter.(v) Safety means of access shall be provided to all working platforms and other working places and every ladder shall be securely fixed.

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(vi) Adequate precautions shall be taken to prevent danger from electrical equipments and any other equipments (vii) No materials on any of the sites shall be so stacked or so placed as to cause danger or inconvenience to any person or the public endanger to life and property.(viii) The contractor shall provide all necessary fencing and lights to protect public from accidents He shall be bound to bear expenses of defiance of every suit action or other proceedings at law that may be brought by any person for injury sustained arising out of accidental or negligence by contractor and/or their property and to pay any damages and cost which may be awarded in any such suit, action or proceeding to any such, person or persons which may with the consent of the contractor be paid to person/s arising out of compromise between two such parties. (ix) Excavation and Trenching :All trenches , 1.5m or more in depth, shall at all times be supplied with at least one ladder for each 30m in length or fraction thereof. Sides of the trench, which is 1.5m or more in depth shall be stepped back to give suitable slope, securely held by timber bracing , so as to avoid the danger of sides collapsing . Excavated material shall not be placed within 1.5m of the edge of trench or half of the depths of trench or half of the depth of trench whichever is more. Cutting shall be done from top to bottom. Under no circumstances shall undermining or under cutting be done.(x) Before any demolition work commences and also during the process of the work:-(a) All roads and open areas adjacent to the work site shall either be closed or suitably protected.(b) No electric cable or apparatus , which is liable to be the source of danger, shall remain electrically charged. C) All practical steps shall be taken to prevent danger to persons employed from risk, or fire or explosion or flooding. No floor, roof or other parts of a building shall be so overloaded with debris or materials so as to render it unsafe.(xi) All necessary personal safety equipment as considered adequate by Owner/Consultant and their representative shall be available for use of persons employed on site.(xii) Electrical Safety a) These shall be of good mechanical construction, sound material and adequate strength and free from latent defects and shall be keptin good working order.

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b) Every rope used in hoisting or lowering materials or as means of suspension shall be of durable quality and adequate strength and free from latent defects.(xiii) Use of hoisting machines and tackle including their attachments, anchorage and supports shall confirm to following.a) These shall be of good mechanical construction, sound materials and adequate strength and free from latent defects and shall be kept in good working order.b) Every rope used in hoisting or lowering materials or as a means of suspension shall be of durable quality and adequate strength , and from latent defects.(xiv) All scaffolds, ladders and other safety services mentioned or described shall be maintained in safe condition and no scaffold ladder or equipment shall be altered of removed while it is in use.(xv) To ensure effective enforcement of the rules and regulations relating to safety precautions, arrangements made by the contractor shall be open to inspection to Owner/Consultant and their representatives.(xvi) Not with standing the above conditions (i) to (xv) the contractor is not exempted from the operations of any other Act or Rule in force at the time of signing this agreement and during its execution.

EXCAVATION AND FOUNDATION:-

General: - Trenches for foundation, footings, cesspits, drains etc. shall be excavated to exact width, length and depth shown on drawing or as directed by the Architects. Extra depth shall be brought up by (1:4:8) cement concrete filling and extra width filled in by earth thoroughly rammed or as otherwise directed by the Architect without any extra cost. Excavated material shall be used to fill in plinth, or each side of foundation blocks or trenches or it shall be spread elsewhere on or near the site of work including watering, ramming and consolidating or removed from the site free of charge as may ordered Contractor shall make provision for temporarily supporting utility services, lighting the trenches, separating and stacking serviceable material neatly, shoring, pumping, bailing out of draining water whether subsoil or rain water. Trenches shall be kept free of water while masonry or concrete work is in progress and till the Architects consider that mortar or concrete is sufficiently set.

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2) EARTH FILLING:-

General:- Filling shall be done with good earth, murrum, stone chips or disintergrated building debris. It shall be free from salts, organic matter, black cotton or slushy earth and combustible materials. All clods shall be broken.

a) FILLING IN EARTH:- Shall be done in layers not exceeding 30cm (12’) amply watered and consolidated by ramming with iron or wooden rammers weighing 7 to 8kgs. And having base 20cm diameter when the filling reaches the finished level surface shall be flooded with water for at least 24 hours, allowed to dry and then of filling shall be kept to a slope intended to be given to the floor.

b) FILLING IN OUTDOOR PORTIONS:-Shall be done in layer of 30cm. (12’) Each layer shall be adequately watered. When filling reaches the required level the top most layer shall be dressed to proper section, grade and chamber and rolled by 8 to 10 ton power roller and adequately watered to aid compaction.3. DRY RUBBLE PACKING IN PLINTH:-Ground shall first be watered, leveled up and thoroughly consliated by means of heavy log rammers. Rubble shall then be laid and set with hand, to required thickness compactly. It shall be consolidated by either and roller or wooden log rammer of approved design, free use of water being made during completion of process of consolidation shall be checked as to trenches of levels etc. any deviations in level and gradient shall be adjusted either by removing the excess portions or filling in with metal as the case may be. After such adjustment the surface shall be thoroughly consolidated.

4) BRICK MASONARY:-

General:- Wherever the proportion of cement mortar has not been specifically mentioned, cement mortar in the proportion of (1:6) shall be used. Proper bond with old masonary or concrete or hacking out plaster. Flat brick arches shall be provided wherever required. Work shall be kept wet, while in progress, till mortar has properly set. On holidays or when works is stopped, top of all unfinished masnary shall be kept wet. Should the mortar become dry white or powdery, throught neglect of watering, work shall be pulled down and rebuilt at the contractors expenses.

All unfinished work shall be raked back in course, unless otherwise directed and when new work is to be jointed to it the surface of the unfinished work shall be cleaned and thoroughly wetted.

The finished work shall be true in line level. All uneven, irregular and disturbed brick work shall be pulled down and rebuilt with fresh brick at the contractors expenses.

Where brick work is to be bonded with stone work great care shall be taken in gauging the course of the brick work so that a full number of brick course including mortar joints are exactly the same height as the corresponding stone course.

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Brick noggin or half brick interior partition walls, shall be provided with 3” (7.5cm) thick RCC. Patti (1:2:4) with 2 nos .3/8” (10mm) dia M.S. bars as reinforcement at every seven feet (7’-0” level or other approved equivalent, reinforcement at every seven feet embedded in cement mortar.

Underside of beams and top of brick walls on which the beams bear should ne in close compact without voids.

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SPECIFICATION FOR MATERIALSCEMENT : ACC SUREKSHA/ PPC CEMENT OR ULTRATECH PPC OR AMBUJA PPC SAND : GODHARA SAND/ SPECIAL GRADED FLY ASH FROM SURAT/ WASHED RIVER SAND WATER : POTABLE WATEREPOXY FOR REPAIRS : DR. FIXITRUSTREMOVER : RUST REMOVER OF DR. FIXIT/ RUST REMOVER OF PERMA & SUNANDAPOLYMERS FOR REPAIRS : ACR OF HUNTSMAN/ PIDICRETE MPB OF DR. FIXIT/SUNANDA/ BOND AR OF PERMA: FPR EXTERNAL APPLICATIONS, PIDICRETE URP OF DR. FIXIT/ BOND SBR OF PERMA FOR INTERNAL APPLICATIONS. QUARTZ FOR REPAIRS : 10 NO. FINE, 16 NO COARSED AS AVAILABLE IN MARKET (VARIETY PLYWOOD AT DADAR.)ADDITIVES FOR PLASTERING : CEBEX 112, CONPLAST WLMETAL RED OXIDE : AISIAN, NEROLACCEMENT PAINT : SNOWCEN OF KILLICK NIXON ACRYLIC PAINT : ASIAN APEX/ DR. FIXIT ACRYLIC DISTEMPER : ASIAN, NEROLAC, DR. FIXITSYNTHETIC ENAMEL : ASIAN, NEROLAC, DR. FIXITGI WATER LINES : TATA MAKE “C” CLASSTEXTURE : PRINCE/ SUPREME VALVES : VERTSILA/ ZOLOTO

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D - SCHEDUE OF DEVIATIONS FROM TERMS AND CONDITIONS-------------------------------------------------------------------------------All deviations from the terms and conditions shall be filled in by the Bidder clause by clause in this schedule.Section Clause No Deviation

The Bidder hereby certifies that the above mentioned are the only deviations from Terms and conditions of contract.Signature………………………Designation …………………… Company ……………………

(COMPANY'S SEAL)

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E – PRE- BID QUALIFICATION

Special Instructions for Bidders

1) EMD in separate small envelop

2) Copy of Pan Card to be attached

3) Service Tax, Code No is to be given

4) Sale Tax No, Vat No is to be given

5) Third party Insurance & labourers Insurance (It is to be submitted after allotting the work to the contractor)

6) Solvency Certificate of Rs.15,00,000/-(Rupees: Fifteen Lakhs only)

7) Three years Balance Sheets & Income Tax return papers

8) Profile of the company

9) Organization Chart (List)attached

10) Certificate of clients or architect to be attached of similar nature

11) List of Machinery and equipment

12) Work in hand of similar nature

13) Bankers details

14) Nature of company (Proprietary, Partnership or Limited)

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F-SPECIAL CONDITIONS AGREED BY THE CONTRACTOR

1. Water and Electricity will be supplied free of charge and contractor shall have to make his own arrangement for storing water. 2. Contractor will manage all the B.M.C. matters except official charges if required.3. Labourers will be allowed to stay onsite with due permission of the company & contractors will make his own arrangements for the accommodation of their labourers. 4. Work shall be completed within stipulated time period of 4 (Four) month.5. No advance will be given.6. Labourers insurance will be taken by the contractor and will be submitted the certified copy to the society and architects office. 7. All the taxes will be paid by the contractor which are applicable or which will be applicable. (Rates are inclusive of taxes)8. Extra item rates will be decided by the architect on the following manner. Material + Labour + 5% administrative + 15% profit.9. Any damages during the execution of work shall be made good by the contractor at this cost. 10. The contractor will keep a full time supervisor on site who will be responsible and can receive the instructions of the architect.11. The contractor will prepare the Bar Chart for progress of work and also give expenditure per month. 12. No work shall be done without prior permission of the Architect/ Managing committee. 13. Cement will be used of L & T or Ambuja (43 grade & 53 grade for concreting) 14. River sand will be used.15. Mode of measurement will be as per the specification of P.W.D. or I.S.S. 16. Any specification not given shall be as per the instructions of the Architects or as per the P.W.D. specification (RED BOOK) 21

17. Society reserve the right to delete any item or reduce the quantum of work which is given in tender fro which no claim will be entertained or no escalation will given for that. 18. 10 years guarantee for waterproofing will be given by the contractor. 19. Debris will be removed from site for which no extra charges will be paid. 20. All pipes shall be of I.S.I.21. No escalation will be allowed due to any condition whatsoever.22. Contractor is advised to study the tender documents in details before filling the tender. 23. SW pipe shall be of as per IS standard. 24. Scaffolding will be provided if required with bamboos.…………………………………………………………………………………………………….

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ENCLOSURE NO.1

Methodology for Structural Repairs to R.C.C. Members by Polymer –Mortar Method.

Case –1 – Columns upto Bottom of ceiling –SlabThe following steps to be followed.1. Adequately prop up the beams supported on the said column as per the consultant’s site instructions.2. Remove all the loose materials by small chisel and small hammer.3. Remove the exposed binding wires.4. Remove the rust & scales off the existing re-bars by means of suitable mechanical tools.5. In case of heavy corrosion, the scales to be removed by applying Rust remover and thereby cleaning the entire surface with a clean jet of water within 10 to 15 minutes of application.6. Finally clean the surface by vacuum cleaner/blower/water jet.7. All the site – engineers/supervisors must be ensured that all loose materials are entirely removed and all the re-bars are free of rust/scales.8. Coat the existing re-bars by applying rusticide.9. If required, provide and tie new re-bars as per the Consultant’s instructions. Somewhere a new re-bars may have to be welded to the existing re-bar. At some places , new re-bars may have to be drilled inside existing concreted ad anchored by ANCHORSET –SN 1 (Polyester Resin Based Rapid Anchor Grout )10. (A) After 24 hours apply first coat of POLYALK FIXOPRIME and cement slurry in the weight ratio 1:1.25 to the steel.(B) After 4-6 hours apply second coat of POLYALK FIXOPRIME and cement slurry in the weight ratio 1:1.25 to the steel.11. Apply bond coat mixed with cement ratio of 1:1 by volume over the entire concrete & steel surface receiving polymer modified treatment immediately.

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12. Polymer – Mortar to be prepared in following proportion.Polymer: Cement: Quartz Sand.1 : 5 : 15 Water : 1 to 1.5 liters if necessary

Note: If other chemicals are used, contractor is advised to follow the steps and specification as per the manufacturers and the copy of the same to be supplied to the consultant.1. Apply the Polymer –modified mortar by hand jobbing on the bond coat. Finish the treated area with a float for final finish.2. Curing (General Description )This is a very important process and it should start as early as possible. Finishing time has to be curtailed. Water –curing to be started at the earliest (say within two hours) and as soon as bleed water vanishes, initially by sprinkling water and later by usual methods (by covering with wet hessian cloth, by covering with wet gunny bags, by hoses ) continuously for 4 days throughout 24 hours a day and 14 days in case of R C Cpardi /chajja recast.If water – curing is not possible as mentioned above, use Curing compound CURAID –SN 1 on finished surfaces within 2 hours in one direction. Next day sprinkled water. Some patches may absorb the water. Then after spray CURAID SN 1 to the complete surface at right angle to the direction of fist spray. Ensure that the CURAID film is properly formed.The curaid –film to be kept for 4 days. In case of any further work of P O P, painting etc. the curaid –film to be completely removed by scrapping for proper bonding of new work to the existing surfaces.

Case II – Beam The following steps to be followed.1. Adequately prop up all the portions of the slabs supported on the distressed portion of the said beam, as per the Consultant’s instructions.2. Then follow the step nos. (2) to (13) as mentioned above for Case ICase –III –Soffits of Slabs

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The following steps to be followed.1. Prop up the surrounding portion of the said slab, which is in good condition.2. Then follow the step nos. (2) to (13) as mentioned above for Case ICase IV – Pardis of Lift Well The following steps to be followed.1. Erect scaffolding in the Lift well on all the four sides.2. Then follow step no. (2) to (8) as mentioned above for Case –I3. Fix 20/22 gauge annealed wire mesh with clips as directed by the Consultant.4. Then follow steps nos. (10) to (13) as mentioned above for Case I

ENCLOSURE NO. 2Methodology for internal Neeru finish PlasterThe following steps to be followed.

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1. Follow steps nos. (1) to (3) as mentioned in Enclosure No. 22. Apply one coat of Cement: Sand plaster in proportion of 1:33. Add 80 ml of Polymer to 1 bag of cement 4. Curing to be done as mentioned in step No. (13) of Enclosure No.15. The plastered surface to be finished with neeru.

ENCLOSURE NO. 3

Methodology for External Sand face plaster

The following steps to be followed.1. Remove all Box Grills, plain grills & weather shed carefully and neatly stack

for re-fixing later.

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2. All windows shall be covered with good quality ply wood.

3. Remove old plaster area without damaging the internal brick work, drainage, rain water pipes or windows etc. Care shall be taken to ensure that the debris does not fall on passer bys’ and is neatly stacked and disposed.

4. Apply coat of Polymer mixed with cement in the ratio (1:1) at the junction of Brick work and R. C. C. members around joints of B W and pipes to a width of 50 mm and specified thickness with grouting nipples.

5. Adequate watering and cleaning should be done before starting of new plaster.

6. Sand face plaster 25mm thick in 2 coats done in 1:3 proportion. First coat of 15mm thick and second coat of 10mm thick is applied. Mix shall be added with plasticizer and water proofing compound of renowned Company.

7. Proper mixing of all materials shall be ensured by using mechanical mixer

8. Plywood shall be removed and window frames cleaned as well as Box Grills re-fixed without any damages.

9. Curing shall be carried out as specified in Enclosure 1 Step No. 13 of Case I.

ENCLOSURE NO.4INJECTION GROUTING TO HONEY COMBED/DAMAGED CONCRETESTEP NO. 1 : IDENTIFICATION OF DISTRESS AREA:a) Identify the areas which require injection grouting in presence of consultants representative.

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b) Open out the existing plaster finish (Item shall include for the breaking of plaster.)c) Remove all loose , damage concrete by means of small chisel and light hammer . Ensure for the necessary propping required (if any ) before removal of damaged areas.d) The damaged area of concrete only shall be repaired as under.a) Remaining opened out areas shall be finished with plaster as per specifications. (This shall be paid separately).STEP NO.2: PROVIDING AND PLACING INJECTION NIPPLE:a)Drill the holes of 12 mm diameter for depth upto 30 mm to 50 mm inside the damaged or honey combed concrete areas at spacing as instructed by consultants.b)The structural repairs then shall be carried out as per enclosure No.1 (This shall be paid under respective items separately).c)Clean the holes by blast of air or by jet of water.d)Insert the P.V.C or aluminium nipples into predrilled holes and seal peripherally by “M-SEAL’.e)After 24 hours, inject the “POLYMER CEMENTACEOUS SLURRY MIX” in the proportion as under into the nipples, at a pressure of 2kg/cm2 using gun pumps of capacity not less than 30 PSI. “POLYMER CEMENTACEOUS SLURRY MIX”1 kg of “POLYMER EP”3 kg of “CEMENT”2 liters of “WATER”

ENCLOSURE NO. 5

Methodology for Waterproofing of Under Ground Tanks

The following steps shall be followed.

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1. Supports to be provided wherever necessary as per the consultant’s

instructions

2. Remove all the bitumen, tar, mastic, IPS finish, china-mosaic-chips (if

any) brick bat coba etc. by small chisel and small hammer.

3. Breaking should not be done with Compressor or Pneumatic Hammer.

4. Repair all the structural –distress of the slabs and pardies by polymer –

mortar as mentioned in the enclosure No.1

5. Clean the surface by vacuum cleaner blower/water –jet

6. Apply 1st coat of mixture of polymer mixed with Cement with some

water (for workability )in the ratio of 1:1 to the surface.

7. Allow 1st coat to dry 4-5 hours and apply second coat perpendicular to

the previous coat.

8. Leak testing shall be carried out for at least Five days by ponding

method to ensure that the slab is water proof.

9. If, leakages are found in any portion below the slabs or pardies the same

shall be rectified and retested without any additional cost.

10. Brick bat coba work should be done giving proper slope to the rainwater

drains.

11. Filling joints of Bricks bat coba with M 15 plain cement concrete and

curing as outlined in steps No. 13 of Enclosure No. 1

12. After the brick bat coba glazed tiles shall be provided on the bottom of

the tank and also vertical pardies of the tank. The top of the tank shall

be waterproofed from outside.

13. Joints of the tiles shall be filled properly and water pound test shall be

done after that.

ENCLOSURE NO.6

Methodology for Micro-concrete

1. Identify the weaken/sagged area of exiting RCC floor slab from bottom portion (soffit of slab).

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2. Open out the loose concrete by means of small chisel and light hammer. Ensure for the necessary propping required before removal of loose areas.

3. Refer Annexure-I for anti-corrosive treatment to exposed reinforcement bars.

4. Provide SUNEPOXY 368 dipped 12mm dia. shear connectors (75-100 mm long,) drilled at 300mm c/c on entire slab area. Fix the shear connectors properly in position by using SUNEPOXY 368 and quartz Sand in proportion of 1:6.

5. Prepare a bonding coat of “SUNEPOXY 368” by mixing 1 part of Resin and 0.3 part of Hardener and apply this by brush on the clean concrete surface. Do not apply it on wet surface.

6. Provide necessary watertight shuttering to the required surface to the soffit of slab.

7. Thereafter, drill the injection holes to the depth of two inches inside the concrete top slab by using high speed drilling machine. Keep a distance around 600 mm c/c of injection points as instructed by consultant at site.

8. Mix and pour Microconcrete “POLYCRETE-A” . Use 12.5% of water by weight of POLYCRETE-A and mix thoroughly in a bucket using a mechanical stirrer until it forms a mix of uniform and flowable consistency. Normally 2 to 3 minutes of mixing is adequate.

9. Start removing the shuttering work after Micro-concrete- POLYCRETE-A set completely ( within 48 hrs.) and cure the surface for 7 days.

Anti-corrosive treatment to reinforcement bars

1) Remove loose rust from the reinforcement steel preferably by using mechanical wire brush.

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2) Apply RUSTICIDE to the cleaned reinforcement by means of brush or cotton swab.

3) In case where the diameter of the existing re-bars is reduced by more than 20% or in case of snapped of stirrups, links etc. provide new re-bars, stirrups & links.

4) Apply two passivating coats of POLYALK FIXOPRIME and cement slurry mix in the proportion 1:1:25 (by weight) to the chemically de-rusted surfaces of reinforcement at an interval of 24 hrs.

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ENCLOSURE NO. 7

Methodology for Painting Work

1) SURFACE PREPARTION:-

i) Clear the surface with wire brush thoroughly.

ii) Remove dirt, dust, grease & fungus.

iii) Clean with water and allow the surface to dry overnight.

iv) Fill the cracks with any suitable crack filler or sand cement mortar.

v) Fill up the gaps between the wall & window frame with sealant.

2) PRIMER APPLICATION:

i) Apply external wall primer as per the manufacturer’s specification.

ii) Allow it to dry at least 4 to 6 hours in sun- light.

3) PAINT APPLICATION:

i) Apply 1st coat of Acrylic paint as per manufacturer’s specification

& dilute it if required as per their specification.

ii) Allow 4 to 6 hours to dry in sunlight.

iii) Apply 2nd coat of Acrylic paint as per manufacturer’s specification.

iv) Allow minimum 4 to 6 hours to dry in sunlight.

4) INTERNAL SURFACE PAINTING BY DISTEMPER SURFACE PREPARTION:

i) Sand the surface with 180 no. Emery paper.

ii) Apply the primer coat as per manufacturer’s specification if dilution is

required than the same shall be than done as per their specification.

iii) Allow it to dry for 6 to 8 hours.

5) PUTTY APPLICATION:-

i) Apply hand made putty

ii) Don’t use linseed oil in putty.

iii) Apply putty in as many coats as required to leave the surface to

the desired smoothness.

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iv) Allow to dry putty for 6 to 8 hours.

v) Sand the surface with Emery paper to smooth the surface.

6) PRIMER APPLICATION:-

i) Apply one coat of primer on the surface.

ii) Allow it dry for & 8 hours.

iii) Sand the surface with 320 no. Emery paper .

iv) Apply two to three coats of distemper as per manufacturer

specification.

v) There shall be difference of 4 to 6 hours between two coats.

7) ENAMEL PAINT ON WOOD:-

i) Wooden surface should be dry.

ii) Sand the surface with 180 no. Emery paper.

iii) Apply by brush one coat of wood primer as per manufacturer’s

specification.

iv) Allow to dry for 6 to 8 hours minimum in well ventilated room.

8) PUTTY APPLICATION:-

i) Apply putty as per the desired level of smoothness.

ii) Allow to dry 6 to 8 for putty.

iii) Sand the surface with 180 no. Emery paper for the smoothness of the

surface.

iv) Apply by brush one coat of Epcolite premium gloss enamel wood

primer with 10 to 15% dilution by mineral turpentine volume by

volume.

v) Allow it to dry for minimum 8 hours.

iv) Sand the surface with 320 no. Emery paper lightly.

9) PAINT APPLICATION:-

i) Apply two or more coats of Enamel paint with 10 to 15% dilution

with mineral turpentine.

ii) Apply it by brush or roller or spray.

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ENCLOSURE NO.9

Methodology of laying stoneware salt glazed pipes.

Pipes are to be tested with a pressure of 770kg applied by a means of flat board of same length as pipes. Stoneware pipes should not absorb more than 2% of their weight of water 1 immersed in it for 48 hours.

The levels are taken along the central line of the propose sewer at every 10 to 15 metre or closer if the surface is irregular. The excavated base of the soil should rammed thoroughly and then 6” thick M15 PCC is provided to give hard surface for laying the pipes. Pipe is laid in such a way that 1/8 of its portion shall be fixed in PCC.

The socket of the pipe must be at the higher end of the slope. After laying the pipe back filling is done by the excavated earth in the layer of 230mm thick. Over the rammed soil 9” thick rabble packing is provided filling the gaps with crush stone. 6” thick PCC is provided over the rubble soling in proper slope and level. All the connection joints are done properly.

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ENCLOSURE NO.10

Box Water Proofing

Excavation is done as per the level of the bottom of the tank and width should be 3’ wide. The external face of the tank if damaged then same has to be strengthen by polymer treatment and also if required nipple is to be provided to increase the strength of the pardies.

Single coat of sandfaced plaster with water proofing compound shall be provided on vertical pardies. Rough Shahabad stone to be laid on pardies and then joints are filled with cement mortar.

The gap between RCC pardies and tiles shall be filled with cement slurry properly so that no external material or liquid should be penetrate in the pardies. The voids shall be filled with cement slurry by pressure.

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14.01.2017

Report regarding the water proofing & sewerage line works of GIC Staff Quarters, Building Nos. 7 to 12, Near Phulpakaru Udyan, Magathane, Borivali (East),Mumbai-400 066

The undersigned visited the above mentioned premises on 24.12.2016 along with Mr. Ajay Dalvi of United India Insurance Co.Ltd., to verify the cause of mixing of dirty water in the underground two tanks of buildings Nos. 7 to 12.

Situation of the Site

The site is situated towards East side of the western express highway in GIC compound, Magathane, Borivali (East). The buildings are about 3 to4 km. fromthe Borivali (East) station. The area is in the residential zone. All types of communication systems are available from the site in other words Taxi, Bus and Trains. The locality is of medium class. All the insurance companies are having there flats in that locality.

After inspection of the sites our observations, comments and remidies are as under.

1. Building Nos.7 to 12 is having two underground tanks each having three compartments and a pump house above them.

2. External dimentions of each tank is 24’x12’x10’

3. During the inspection it is noticed that there is no substantial leakages from inside the tanks.

4. Leakages are from the external faces of the tanks in other words may be from the pardies and bottom slabs.

5.Pump Houses above the tanks require minor repairs.

6. Repair of the external faces of the pardies, excavation will done on all the four sides of the tanks.

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2

7. External face will be having box type waterproofing treatment and internal face will have tiles after damage portions of the pardies to be repaired by the Polymer of Sunanda and Equilant Companies.

The bottom slab will be tested with the full water filled in the tank. The water will be kept in the tank for 3 to 4 days and then again reading will be taken to find out if there is any leakages from bottom slabs or from the pardies.

Sewerage Line

The excavation upto 6’ in all the type of the soil shall be done along with 1’ concrete of the top shall also have to remove carefully. The width of the excavation shall be 2’-6’’. The bottom of the excavation surface shall rammed properly and then bedding concrete of 6” thick (1:2:4) shall be laid.

Over this bedding 8” dia stoneware salt glazed pipes shall be laid with proper slope and manhole shall be provided at every 10’ to 15’ c/c as required.

If old manholes are in proper condition then the same shall be used after the repairs and the other manholes which are damaged codition, the same will be reconstructed with cover etc.

Back filling of excavated material shall be done with proper consoledation. The 9” thick rubble soling shall be done over which 6” thick M15 concrete shall be laid in proper slope and shape. The temporary stoneware pipes shall be used wherever required to change the original pipes and lay the new pipes. Also provide temporary manholes. All the gully traps are to be changed and wherever required temporary connection to be done to outlet pipes and stoneware pipes. The pipes laid near the under ground tanks shall be encased with the concrete all around.

The connected pipes between gully and stoneware pipes shall be of 4” dia made of stoneware. In the end stoneware pipes will be connected to the outlet drainage pipes of BMC.

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3

Our observations regarding the building and allied works which are necessary to be carried out.

Other Repairs which are necessary

1. Structural members of the building in other words columns, beams and slabs of all the buildings.

2.External plaster of the buildings.

3.Chajjas to be waterproofed along with terrace.

4. Some overhead tanks are leaking .

According to us the buildings are already repaired twice therefore redevelopment will be economical in future.

WIDTH OF EXCAVATION IN TRENCHES FOR PIPES CABLES ETC.

1) Up to one metre depth i.e. from G.L. To 1.00m below, the authorized width of trench for excavation shall be arrived by adding 250mm to the external diameter of pipe (not socket/collar), cable, conduit etc. Where a pipe is laid on concrete bed/cushioning layer, the authorized width shall be the external diameter of pipe (not socket/collar) plus 250mm or the width of concrete bed/cushioning layer, whichever is more.

2) For depth exceeding 1m i.e.1m below ground to 2m below ground on allowance of 50mm on each side of trench shall be added, to the authoried width,(i.e. external diameter of pipe plus 250mm)

3) For depths between 2m to3m from ground additional allowance of 50mm for each side of the trench shall be added, to the width calculated as described for heights between ground level &2m portion. This addition to be continued for further depths.

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44)The sides of trenches shall be kept vertical in firm soils up to a depth of 2m from bottom. For depths greater than 2m. the excavation profile shall be widened by allowing steps 500mm on either side after every 2m from bottom.

5)Where more than one pipe cable , conduit are laid the diameter shall be reckoned as the horizontal distance from outside to outside of the outermost pipe, cables, conduits etc.

6)In case where the soil is loose, soft or slushy width of trench shall be suitably increase or side sloped or soil shored up as directly by the Engineer-in-charge.Sloping or shoring to be done for excavation in soft, loose or slushy soils.

7)Minimum width, however, should be 600mm.

(Ramkrishan Kejriwal)(For Khandeparkar Kejriwal & Associates)

BSC.ENGG.(CIVIL), M.I.E. F.I.V.M.I.I.M. M.S.E.I. ARCHITECTINTERIOR DESIGNER – CORPORATE VALUER APPROVED BY CENTRAL GOVT. UNDER REGISTERATION NO. CAT:I/103 OF 1988

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Ref: RBK/97/2017/B (I)4/01/2016

To, The Manager (Estate)United India Insurance Co. Ltd,Mumbai Regional Office No.1,Stadium House, 5th Floor,Veer Nariman Road,Mumbai-400 020

Dear Sir.

Sub: - Proposed civil repairs, waterproofingof U.G. water storage tanks,providing drainage pipe line,repairing & constructing inspection chambers at building Nos.7,8,9,10,11& 12 situated at GIC Staff Quarters,Maghathane, Borivali(East) Mumbai

Your Ref: - Your email dated 21st December 2016

Please find herewith the report regarding the above mentioned work along with draft tender copy & estimate with sketches. Please let us know your comments and after your approval we will prepare the final tender document .

Your early action in this matter may provide sufficient time to complete the work before monsoon. Thanking You,Yours Faithfully,

(Khandeparkar Kejriwal& Associates)

Encl: 1.Covering letter2.Report3.Tender Document 4.Estimate5.Sketches

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