CheckList Diamond Villas
CheckList Diamond Villas
CheckList Diamond Villas
G1
UV CONSULTANTS, SECUNDERABAD
Project Management Consultancy for Villa Grande, Komapally Aditya Construction Company Address for Communication From Client Side
Name & Address Contact person Designation Telephone Number Fax no. Mail ID Remarks
FORM NO.G12
UV CONSULTANTS, SECUNDERABAD
Project Management Consultancy for Villa Grande, Komapally Aditya Construction Company Accident report
(to be completed on Occurance of Injury by the Safety Officer)
Name of the Injured worker (Surname first) I/D No. or Passport no. Age : Employer of Worker (if not Principal Contractor) Anticipated Severity of Injury Imported Labour
Details of trade
Type of Accident
Resident Engineer
Name
PMC MANUAL
Signature /Date
PMC MANUAL
Tech. Spen.
Drg.No.
Form No.
Date:
9 10 11 12 13 14 15 16
17
18 19 20
UV CONSULTANTS Project management Consultancy for Villa Grande @ Kompally. Aditya Construction Company
7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34
Stand by batcher in working order Yes Water, sand, course aggregate, Yes cement. admixture are approved Water, sand, course aggregate, Yes cement, stock sufficient Proportions of the Design Mix Water - Cement ratio proportion Yes Concrete conveying Yes Formwork approved (as per Form No. ) Yes Reinforcement approved (as per Form No. ) Yes Reinforcement recorded jointly Yes Area to be concreted clean Yes Sequency of concreting decided informed to all Yes Concrete compaction equipment in working order Yes Location of construction joint, if reqd. decided in advance Yes Arrengments to cover green concrete and materials against rain Yes Standby crane, vibrators present Yes Slump cone available for random checks Yes Arrangement for sampling / Yes Concrete gang present, Yes Sufficient approved quality water available Yes Location & type of expansion joints OK Yes Strong, rigid and safe access provided Yes Safety arrangements are adequate (Safety Gadgets Yes ) Adequate Lighting provided Yes Communications between various points provided Yes Arrangements for suspension / stoppage of concrete Yes provided Curing arrangements satisfactory Yes All inserts for services are Yes Laboratory notified Yes
FORM NO.IC 4 UV CONSULTANTS Project Management Consultancy Adithya Construction Company CHECKLIST FOR BLASTING S.No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Details of Check Name of the sub-contractor Details of explosive licence Validity of License Type of explosives and quantity permitted to be stored Name of the magazine keeper Whether explosive transportation van is available Name of the Shot Firer and his License No. and date upto which valid Whether explosives stock register properly maintained Whether the clients and PM notified about the timing of the blasting and prior permission obtained Explosives issued, used and balance returned to store checked Condition of the blasting equipment satisfactory Type of explosives and method of blasting adopted Record of holes drilled, charged and blasted Have the people been vacated and moved to safe places Have men been posted with red flags to warn people who may inadvertantly move into the danger zone Inspection after blasting by blasting engineer & shot firer and report obtained Record of missed holes Action taken to fire the unexploded charge Whether clearance obtained before allowing workmen to resume work at site Classificationof soils with reference to B.O.Q. item Shot Firer Name: Signature Date Blasting Engineer Name: Signature Date Yes No
UV CONSULTANTS, SECUNDERABAD
Project Management Consultancy for Villa Grande @kompally Adithya Construction Company CHECK FOR CONCRETE BLOCK MASONRY WORK: Date:
The following inspection have carried out and found acceptable as per specifications and drawings: BOQ Item No: REF RELEVANT DRG NO. LOCATION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
WHETHER BLOCKS ARE OF APPROVED QUALITY & TEST CERTIFICATE AVAILABLE CRESHING STRENGTH OF BLOCKS BRICKS SOAKED IN WATER RATIO OF SAND TO CEMENT FOR MORTAR DIMENSIONS OF Blocks CHECK ALIGNMENT WITH APPROVED DRAWINGS DIAGONALS CHECKED FOR R.L. CHECK FOR PLUMB, LEVELS AND RIGHT ANGLES DOORS AND WINDOW OPENINGS LEFT IN PROPER POSITION HEIGHT OF MASONRY SHOULD NOT BE MORE THAN 1.00 METRE IN A DAY IS ALL PREVIOUS WORK CURED FOR MINIMUM 7 DAYS CHECK FOR COMPLETION OF PRECEDING ACTIVITIES LIKE PROPER BASE FOR MASONRY, CLEANINESS, PREPARATION OF BED ETC. SUITABILITY, STRENGTH AND SAFETY OF SCAFFOLDING BOND, PROPER STAGGERING OF VERTICAL JOINT & JOINT THICKNESS RAKING AND CLEANING OF JOINT REMOVAL OF DEBRIS AND CLEANING THE AREA OF WORK
UV CONSULTANTS, SECUNDERABAD
FORM NO.2 Project Management Consultancy for Villa Grande @ Kompally. Adithya Construction Company CHECK FOR CLAY BRICK MASONRY WORK: Date:
The following inspection have carried out and found acceptable as per specifications and drawings: BOQ Item No: REF RELEVANT DRG NO. LOCATION 1 2 3 4 5 6 7 8 9 10 11 12 13 Techl. Specification No: Block No.
WHETHER CLAY BRICKS ARE OF APPROVED QUALITY & TEST CERTIFICATE AVAILABLE CRUSHING STRENGTH OF BLOCKS BRICKS SOAKED IN WATER RATIO OF SAND TO CEMENT FOR MORTAR DIMENSIONS OF BRICKS CHECK ALIGNMENT WITH APPROVED DRAWINGS DIAGONALS CHECKED FOR R.L. CHECK FOR PLUMB, LEVELS AND RIGHT ANGLES DOORS AND WINDOW OPENINGS LEFT IN PROPER POSITION HEIGHT OF MASONRY SHOULD NOT BE MORE THAN 1.00 METRE IN A DAY IS ALL PREVIOUS WORK CURED FOR MINIMUM 7 DAYS CHECK FOR COMPLETION OF PRECEDING ACTIVITIES LIKE PROPER BASE FOR MASONRY, CLEANINESS, PREPARATION OF BED ETC. SUITABILITY, STRENGTH AND SAFETY OF SCAFFOLDING BOND, PROPER STAGGERING OF VERTICAL JOINT & JOINT THICKNESS RAKING AND CLEANING OF JOINT REMOVAL OF DEBRIS AND CLEANING THE AREA OF WORK
14 15 16 17
and drawings:
UV CONSULTANTS, SECUNDERABAD
Project Management Consultancy for Villa Grande @ kompally Aditya Construction company
CEMENT TEST: For OPC 53 Grade (To be done for each batch of consignment received) 1. SOURCE/ MANUFACTURER: 2. LOCATION OF THE WORK WHERE SAMPLE IS USED: 3. DATE OF SAMPLING: 4. SAMPLE COLLECTED BY : 5. DATE OF TEST: Following are the results of the Tests conducted as per IS : 4032 1988) stipulations S.No. NAME OF Permissible TEST RESULT REMARKS TEST Limits for 53 Grade Cement 1 FINENESS 10% Max 2 INITIAL SETTING TIME FINAL SETTING TIME COMPRESSIV E STRENGTH AT 3 DAYS COMPRESSIV E STRENGTH COMPRESSIV E STRENGTH AT 28 DAYS SPECIFIC GRAVITY SOUNDNESS 30 MINUTES(Min) 10 HOURS (Max)
23 Mpa (Min)
5 6
7 8
Signature Name Designation (Project Management Consultant) Note : - All entries shall be in capital letters.
UV CONSULTANTS, SECUNDERABAD
FORM NO.C3
Project Management Consultancy for Villa Grande @ kompally. Adithya Construction Company.
CEMENT REGISTER
1. Weekly receipt issue (for week form ___________ to ___________) Name of work: Name of contractor: Closing balance at the site of work from Previous week bags
Purpose
Total
UV CONSULTANTS, SECUNDERABAD
FORM NO.P3
Project Management Consultancy for Villa Grande @kompally Adithya Construction Company
Interim Payment Certificate No.-------Measurement Book No. Period of Claim Pages ------ to -------From--------to---------
Value of work as per agreement Authorised Variations (additions) Authorised Variations (deletions) Modified Contract Value Gross value of work done upto date Gross amount of previous IPC (No. Gross amount of this IPC
Deductions 1 Security Deposit 2 Retention Money 3 Cost of the materials supplied by the ISB if any 4 Mobilzation advances 5 Material Advances 6 Income Tax 7 Sales Tax 8 Seinorage charges 9 Charges for Water/Electric Power Supply 10 Any other deductions Total Deductions :Certified Interim Payment for IPC No. Passed for payment of IPC No. For a gross amount of Rs. amount of Rs. ---- (Rupees----) Enclosed: Bill Copy Relavent Extracts from Measurement Book
Rs. Rs. Rs. Rs. Rs. Rs. Rs. Rs. Rs. Rs. Rs. Rs. Rs. (Rupees ----) and a net
UV CONSULTANTS, SECUNDERABAD
FORM NO.CM10
Project Management Consultancy for Diamond villas @ Thukkuguda Adithya Construction Company
1.Nominal Size :
2. SOURCE: 3. SAMPLE USED IN PORTION OF STRUCTURE AT: 4. DATE OF SAMPLING: 5. DATE OF TEST: 6. Tests conducted as per IS : 2386 (Part I to V) - 1963
S.NO. 1
DESCRIPTIO N SPECIFIC GRAVITY AND WATER ABSORPTION AGGREGATE IMPACT VALUE SIEVE ANALYSIS ANALYSIS AGGREGATE CRUSHING VALUE
RESULT
IS REQUIRED
REMARKS
2.6(Min)
30 % (Max)
Signature Name Designation (Project Management Consultant) Note : - All entries shall be in capital letters.
Form No : C 4
UV CONSULTANTS, SECUNDERABAD
Project Management Consultancy for Villa Grande @ Kompally. Adithya Construction Company.
(B) Abstract for the week ending_____________indicate cement consumption S. No. B.O. Q. Item No. & Description Quantity of workdone Quantity Unit Cement required to be cosumed theoritically Actual cement consumed (bags / MT) Remarks (whether satisfied )
TALLY CARD
UV CONSULTANTS, SECUNDERABAD
FORM NO.C3
Project Management Consultancy for AGARWAL FORTUNE HOMES @ kompally. Name of work: Name of contractor: M/S K.D.Patel (Block-B ) Item- cement
Date
Particulars
A/U
Rt.
Issue
Balance
Remark
UV CONSULTANTS, SECUNDERABAD
FORM NO.G8
Project Management Consultancy for Diamond villas @ Thukkuguda Touch Stone Developers.
Material / Test:
Site clearing Earth work / fill Concrete Services Day works Miscellaneous Description in detail / block / location / structure:
UV CONSULTANTS, SECUNDERABAD
Form No :G 10
FORM NO.G10
Project Management Consultancy for Diamond villas @ Thukkuguda Touch Stone Developers.
Item No.
Desciption of work
Location
FORM NO.IC 11
UV CONSULTANTS, Secunderabad.
Project Management Consultancy for Diamond villas @ Thukkuguda Touch Stone Developers.
UV CONSULTANTS, SECUNDERABAD
FORM NO.S3
Project Management Consultancy for Villa Grande, Komapally Aditya Construction Company
S.No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27
Description
Electrical Work Size of the Cable / Wire No of cores Are the cable as per IS Standards and Manufacturer's Certificate furnished. Are any damages to cable / Wires Visible Is the cable unsheathed with copper conductor Are the conduits clear with Guide wire/ rope placed inside. Are the conduits of enough size to accommodate all the wires and cables Are conduits placed away from other utility pipes by atleast 100mm. Are the exposed conduits run parallel or right angles to wall. Is shop drawing layout approved for construction. Are exposed conduits fixed and supported properly with staples by atleast 500mm intervals. Are the conduits clean from dirt, grease , water etc. Are the conduits edges are smooth. Are Inspection boxes provided at every bends or every 12 M. Are the Inspection boxes flush with wall or Ceiling. Earthing wire run throughout all the conduits. Are the wire used are tested for Continuity (Megger) Are the wire tested between each phase and earthing. Are the wire tesed between each phases. Are the wires used as per colour coding. Is resistance test conducted. Are lugs, glands, connectors,,bolts, nuts etc in adequate. Are cable markers provided. Are there any joints to wires, if so mechanical connectors provided. WORKERS ENGAGED Are the instructions recorded in the site order Book OTHER PROBLEMS (IF ANY) Signature Name Designation Date Consultants Signature Nmae Designation Date Contractor
Remarks
UV CONSULTANTS, SECUNDERABAD
FORM NO.G5
Project Management Consultancy for Diamond villas @ Thukkuguda Touch Stone Developers.
FILING SYSTEM
File No. 1a 1b 2a 3a 3b 3c 4a 4b 5a 5b 5c 5d 5e 5f 5g 5h 6a 6b 6c 6d 6e 6f 6g 6h 6i Contents Correspondence Register All incoming letters and out going letters are entered Incoming ( Inward Register ) in these registers and respective subjects are also noted. This is mainted at the Site Office. Outgoing (outward register ) Correspondence between PMC and Contractor SPCL - Incoming & Outgoing All Correspondence with contractor Meetings Minutes / notes of meetings attended by the Project Meetings - Fortnightly Manager or his representatives Meetings - Quarterly Weekly Safety Review Review made by the PMC with Contractor on Safety Miscellaneous Miscellaneous - Incoming Correspondance with any other agency Miscellaneous - Outgoing PMC Office Management Files ( at site ) Payments & receipts for office expeniture through Petty cash petty cash Staff attendance log book Photocopy of staff's daily attendance sheets Vehicles Matters related to vehicles Personnel file Correspondance for each staff member Offfice furniture and equipment Matters related to office furniture and eqipment Utilities Telephone / electricity / Water etc. Office Office rent / repairs etc. Office supplies Matters related to office supplies Work operation files Interim Payment Certificates Variation Orders (Approved) Variation Orders (Pending) Day Works Daily Reports Claims (Approved) Claims (Pending) Construction Schedule Inspection Request Form Contractor's monthly invoices plus pyaments released Approved Variation Orders plus summary including correspondence thereon Pending Variation Orders plus conrrespondence thereon Copies of Day Work Orders and day work accounts Day to day activities are noted and filed for review if required at any time. Approved Contractor's Claim for time extension, extra cost, plus summary including correspondence Pending Contractor's Claim for time extension, extra cost, plus correspondence Construction Schedule Updates plus all related correspondence Copies of all Inspection Request forms submitted including Inspection Reports File Name
6j 6k 6l 6m 6n
copies of all material purchase orders and its monotoring is recorded in this register All the drawings movement with their details and purpose of issue are noted in this register for monitoring of the Drawings movement Environmental Issues All Project Photographs, Negatives etc. All Project Video Records
UV CONSULTANTS, SECUNDERABAD
FORM NO.CM15 Project Management Consultancy for Diamond villas @ Thukkuguda Touch Stone Developers.
Bulking of Sand [As per IS : 2386 (Part- V) - 1963] Sample No. Date of testing:
S. No. 1 2 3
Bulking of Height of sand Difference Height of Sand = Moisture (after mixed with in height (h1Dry sand (h1-h2) X 100 water) content (%) (h1) h2 ) (h2) h2
Permissible Limits :-
There is no specific Limit. The Extra Quantity of Sand shall be added to compensate for the Bulkage by the value of Bulking of sand
Note :one test for each source of supply and subsequently when warranted due to changes in quality of aggregate
UV CONSULTANTS, SECUNDERABAD FORM NO.IC6 Project Management Consultancy for Diamond villas @ Thukkuguda
Formwork design / drawing /sketch approved including deshutteri ng arrangem ents 6 Formwork,supports, 7 Props vertical & braced 8 Trial panel approved (if required) 9 Formwork alignment correct 10 Formwork member material quality acceptable 11 Gaps between 12 Face boarding finish / Strength 13 Joints between panels closed (No gaps) 14 Joints between panels flush (No steps/ lips) 15 Panel flatness acceptable 16 Gaps between secondary members and face panels closed 17 Tie rod material and sizes are correct 18 Tie rods spacing correct 19 Tie rod tight, face cones flush 20 Spacers between shutter surface tightly fitting 21 Box outs, cast-in items, ducts fixed correct, securely 22 Chamfers / fillet sizes, straightness, fixing acceptable 23 Provision for inserts & service conduits etc., 24 Formwork clean 25 Formwork release agent approved 26 Formwork release agent applied correctly 27 Construction joint preparation satisfactory 28 Safe access constructed for movement of labour, marerial etc., 29 Adequate work space provided for labour, equipment 30 Pin vibrator and (Signature) Date: (Signature) Name:____________________________________ Name:_______________ fied by consultants's representative Inspected by contractor's representative
UV CONSULTANTS, SECUNDERABAD Project Management Consultancy for Diamond villas @ Thukkuguda Touch Stone Developers. FOUNDATION EXCAVATION: Ref: Drawing No: B.O.Q. item No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Method of Excavation Foundation Type / Marked No. ( if any given) Location with ref. to Drg No. and co-ordinates / grid no. Grid Line End pillars on 4-sides constructed and marked properly and also visbile and accessible Is the area checked for clearance Is site drainage arrengements adequate Is it checked for underground obstructions (Service lines) Whether all proposed service lines are laid Check centre line As per drawings As per actual Check dimensions As per drawings As per actual Depth of cutting (RL) As per drawings As per actual Reduced level As per drawings As per actual Check side slopes As per drawings As per actual Check shoring & strutting Check dewatering Excavation material kept clear of reference line pillers and TMB Piller Ensure heavy equipment do not move close to the pits Lighting arrangements during night Caution signs around the area of excavation pits Classificationof soils with reference to B.O.Q. item Are measurements recorded Inspection report of foundation pits by structural Engineering consultants with referance to SBC Signature Name for Contractors Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Block No. Reference to Tech specification:
FORM NO.IC 3
No No No No No No No No No No No No No No No No No No No No No
UV CONSULTANTS, SECUNDERABAD
FORM NO. G2
Project Management Consultancy for Diamond villas @ Thukkuguda Touch Stone Developers.
UV CONSULTANTS, SECUNDERABAD
FORM NO.G14
Project Management Consultancy for Diamond villas @ Thukkuguda Touch Stone Developers.
Project Management Consultant Project Manager Satisfactory / Non-compliance Date: Time: Quality Materials Engineer Satisfactory / Non-compliance Date: Time: Site Engineer Satisfactory / Non-compliance Date: Time: APPROVED / REJECTED for the following reasons Comments Comments Comments
Project Manager
Note: 1. Original to be returned to contractor 2. Copy to Project Manager's file
Date:
Time:
UV CONSULTANTS, SECUNDERABAD
Form No : P 2
FORM NO.P2
Project Management Consultancy for Diamond villas @ Thukkuguda Touch Stone Developers.
INTERIM PAYEMENT Bill No. Name of the Contractor Agreement No. and Date Contract Sum Date of Commencement of Work Date of Completion of Work Valuation Date Claims for the period Reference to Measurement Books
from
to
Description of item
unit
Quantity executed Qtuantity as Agrt.Rate upto last since last total upto per unit per bill bill date agreement
Total Value of Work Done Deduct Gross Value of Last Bill Grass Amount of this Bill
Deduction 1 2 3 4 5 6 7 8 9 10 Security Deposit Retention Money Cost of the materials supplied by the ISB if any Mobilzation advances Material Advances Income Tax Sales Tax Seinorage charges Charges for Water/Electric Power Supply Any other deductions Total Deductions :Nett Amount payable :in figures in words Certificate :-
Certified that this bill is prepared by me ( name ) based on actual measurements taken and recorded by me at pages to in Measurement Book No.
UV CONSULTANTS, SECUNDERABAD
FORM NO.C2
Project Management Consultancy for Diamond villas @ Thukkuguda Touch Stone Developers.
Nature / type of Material : - Cement/Sand/Aggregate/Reinforcing Steel Sl. No. Date Receipts Issues Balance
Remarks
UV CONSULTANTS, SECUNDERABAD
FORM NO.C1
Project Management Consultancy for Diamond villas @ Thukkuguda Touch Stone Developers.
Sl. No.
Qty. ordered
date of supply
Qty. Total Qty. supplied Test supplied as on date under Certificate One purchase form order supplied
FORM NO.P1
UV CONSULTANTS, SECUNDERABAD
Project Management Consultancy for Diamond villas @ Thukkuguda Touch Stone Developers. MEASUREMENTS SHEET Name of work: Name of PMC: Name of Contractor: Date of commencement of work: Date of completion of work as per agreement: Agreement No.& Date: Contract Value: Date of measurement: for the period ending Unit L B D Quantity Remarks
Page total
(Signature) Date: (Signature) Name:__________________________________________ Name:__________________________________ (Project Manager's representative) ( contractor's representative)
UV CONSULTANTS, SECUNDERABAD
FORM NO.G6
Project Management Consultancy for Diamond villas @ Thukkuguda Touch Stone Developers.
NOTICE OF OPERATIONS
Activity Location
BOQ Item
Activity Description
Remarks
Date / Time:
disapproved original and one copy to the contractor 12 Hrs.before scheduled start of work
Request to begin activity is: Approved/Disapproved Project Manager Date & time:
UV CONSULTANTS, SECUNDERABAD
FORM NO. G3
Project Management Consultancy for Diamond villas @ Thukkuguda Touch Stone Developers.
UV CONSULTANTS, SECUNDERABAD
FORM NO.M5
Project Management Consultancy for Diamond villas @ Thukkuguda Touch Stone Developers.
S.No.
1 2 3 4 5 6 7 8 9 10 11 12 13 10 11 12
Description
Painting Whether the surface to be painted is cured for one week Is the surface to be painted clean of dirt,grease, dry Is plastering done as per specifications and ready for painting Are all the adjacent works and materials properly coverd and preotected Are the materials delivered to site in original sealed containers bearing brand name, manufacturers name, colour shade with labels intact. Is the paint approved as per material specification colour and brand. Is the admixtures or Thinner of the same as directed by the manufacturers specification Are any holes / dents filled with putty or binder Is prime coat applied and dry. Equipment to be used for painting are in good condition Is necessary scaffolding erected Any parts of the scaffolding resting or touching the surface to be painted Are skilled and un skilled labour present at site and are aware of the job to be done WORKERS ENGAGED Are the instructions recorded in the site order Book OTHER PROBLEMS (IF ANY)
Remarks
UV CONSULTANTS, UV CONSULTANTS, SECUNDERABAD UV CONSULTANTS, SECUNDERABAD UV CONSULTANTS, SECUNDERABAD UV CONSULTANTS, SECUNDERABAD SECUNDERABAD
FORM NO.M4
Project Management Consultancy for Diamond villas @ Thukkuguda Touch Stone Developers.
2. Type of plaster cement plaster / external sand face plaster / Neeru plaster / Water cement plaster 3. Total No.of coats & No.of the coat & thickness 4. Check for completion of preceding work like fixing service conduit, water supply, sanitary lines, electrical conduit etc. and completion of ceiling plaster 5. Ratio of componants of Mortar checked and found acceptable 6. Admixture used (if any) checked and acceptable 7. Quality of sand tested & approved 8. Sand for plastering screened 9. Sequence of plastering work 10. Surface to be plastered soaked, cleaned and washed 11. Surface to be plastered watered properly 12. Mortar not kept more than half an hour after mixing (used before initial setting time) 13. Workmanship checked and found acceptable 15. Surface finish as specified, checked for plumb evenness and found acceptable 16. Curing for 7 days checked 17. Are grooves in plastering at joints of different material like R.C.C, Brick work and wood work left 18. Any architectural requirement specified taken care of: 19. Surfaces where Tile cladding is to be done is kept rough 20. Availability of skilled manpower 21. Strength, stability & safety of scaffolding 22. Cleaning of plastered wall surface of loose mortor splints etc. 23. Cleaning the work place at close of day's work Signature Name Designation Date Signature Name Designation Date Signature Name Designation Date (Rep of I.S. B. )
Y/N Y/N
Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N Y/N
14. Joints are raked to a depth of 10 mm before plastering for masonry and hacked for RCC faces Y/N
UV CONSULTANTS, SECUNDERABAD
FORM NO.S1
Project Management Consultancy for Diamond villas @ Thukkuguda Touch Stone Developers.
S.No.
I A 1 2 3 4 6 7 8 9 b. 1 2 3 4
Description
Sanitary / Plumbing work MATERIAL PIPES Type of pipes Diameter of pipes Has the manufacturer furnished the test certificates Whether the dimensions are as per the required standards specially with reference to both ends of the pipes Whether the pipes has been tested at the manufacturer'place for factory test presure? What is the hydraulic test pressure at factory? Are the pipes tested at factory with the normal jointing material? Is there ISI mark? FITTINGS, VALVES,ETC., Type of Fittings / Valves, etc., Diameter and class Has the manufacturer furnished the test certificates? Whether the dimensions are as per the standards,Specially with reference to ends?
Remarks
II
EARTHWORK, LAYING, JOINTING, TESTING AND REFILLING 1 Is the alignment and gradient of pipe lines as per approved drawings? 2 Are the pipes, fittings, appurtances checked for their sound condition before laying? 4 Are the open ends of pipe line laid closed at the ends of the day's work to prevent the entrance of rodents, animals, earth, stone pieces, cloth, paper and waste materials? 5 Whether the pipe line is hydraulically tested to their required pressure and the test is satisfactory as per specifiction? Is the test done in the presence of the client representative and third party? Is the pipe line disinfected as per standards? AS BUILT DRAWINGS, Have they been prepared? OUT TURN Pipes (Various sizes) laying and jointing Testing Construction of chambers Disinfection 11 Are the instructions recorded in the site order Book 6 7 8 9
UV CONSULTANTS, Secunderabad.
Touch Stone Developers.
POST INSPECTION OF R.C.C. FOUNDATION: BOQ item No. Tech. Spec. No. Block No. Date of concreting Drawing No.
Date:
1 2 3
Location and Type of foundation R.L. of the Top of Foundation Dimensions of the Footing :As per Drawing As executed
5 6
Alignment & cleaning of expansion joint Dimension of column As per drawing: As executed:
7 8 9
Defects noticed Corrective action Quantity of concrete poured Start time: Completion time: No. of cubes casted Compressive Strengh 7th Day (1) 28tn Day (1) 28 day starts (1)
UV CONSULTANTS
Touch Stone Developers. CONCRETE POUR CARD: (Technical specification No.2.0 pages 11 to 24) Block No. B.O.Q. Item No. REF. DRG NO: SOURCE: Location SAMPLE USED IN PORTION OF STRUCTURE AT ORDINATES & R.L.S: SL.NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 CHECK
CENTRE LINE ACCURACY STRENGTH & FINISH OF FORM WORK AND STAGING PLACEMENT OF BARS COVER BARS / CHAIRS DESIGN MIX GRADE/ PROPORTIONING DEVICE AVAILABLE FOR BATCHING CONSTRUCTION JOINTS SOFFIT POUR LEVELS PLACEMENT OF EMBEDMETNS ADEQUACY OF MATERIALS ADEQUACY OF MIXERS/BATCHING & CONVEYING ARRENGEMENTS ADEQUACY OF TEST CUBE MOULDS ADEQUACY OF VIBRATIORS ADEQUACY OF ILLUMINATION ADEQUACY OF MANPOWER ADEQUACY OF RECORDING OFWATER MEASUREMENT OF REINFORCEMENT AND INSERTIONS WATER CEMENT RATIO IS CONCRETE BEING PLACED WITHIN THE INITIAL SETTING TIME CONTRASCTORS' ENGINEERS AND SUPERVISORS PRESENT WHETHER MATERIALS USED ARE FROM APPROVED STACK a) CEMENT b) COARSE AGGREGATE c) FINE AGGREGATE d) REINFORCEMENT BARS e) WATER d) ADMIXTURES IF PERMITTED SLUMP AND WORKABILITY CEMENT CONTENT DESING MIX (PROPOTTIONS) INFORMATION TO LAB. INCHARGE IS CONCRETE BEING PLACED WITHIN THE INITIAL SAFETY
RESULTS OF CHECKS
REMARKS
20 21 22 23 24
(Signature) (Signature) Date Name:__________________________________________ Name:__________________________________ Verified by consultants's representative Inspected by contractor's representative Signature Name (Project Management Consultant) Date: Signature Name (For Contractors)
UV CONSULTANTS, SECUNDERABAD FORM NO.IC8 Project Management Consultancy for Diamond villas @ Thukkuguda Touch Stone Developers. R.C.C. WORK (REINFORCEMENT AND FORM WORK) BOQ No: A Drg.No. Techl. Spn. No.
Location : Drawing No. Reference Grid Lines Reinforcement 1 Rods tested acceptable 2 Clean and free from rust 3 Conforms to Drg no. 4 Binding wire used 5 No. of laps for Dia a type bars b type bars c type bars 6 No. of chairs No. a. b. c. 7 cover blocks provided 8 Spacers 9 No of spacers Dia a. b. c. Staging and form work (as per form No. 1 2
Staging checked Form work a Checked for line b Checked for level c Checked with plan dimensions 3 Is form work free of holes, gaps 4 Is clean oil applied to face of form work 5 Supports are strong enough to bear concrete, labour etc., D Embedded items: a Prepared and cleaned for concreting b Joint Recording of Reinforcement Measurements Remarks Signature Name (Project Management Consultant) Signature Name
(For Contractors)
UV CONSULTANTS, SECUNDERABAD
FORM NO.G9
Project Management Consultancy for Diamond Villas @Thukkuguda. Touch Stone Developers.
Item
Result of inspection
UV CONSULTANTS, SECUNDERABAD
Project Management Consultancy for Diamond Villas@ Thukkuguda,
FORM NO.IC6
Yes Yes
No No
(Signature) Date: (Signature) Date: Name:__________________________________________ Name:______________________________ Verified by consultants's representative Inspected by contractor's representative
UV CONSULTANTS, SECUNDERABAD
FORM NO.IC 1
Project Management Consultancy for Diamond Villas @Thukkuguda. Touch Stone Developers.
Yes Yes
No No
NA NA
Yes
No
NA
Yes
No
NA
(Signature) Date: (Signature) Date: Name:__________________________________________ Name:__________________________________ Verified by consultants's representative Inspected by contractor's representative
UV CONSULTANTS, SECUNDERABAD
FORM NO.G7
Project Management Consultancy for Villa Grande, Komapally Aditya Construction Company
SITE INSTRUCTIONS
Site Instruction No. Name of Contractor: Contract No. To:Project Manager,Adithya Construction company,Phase _1. Date:05/06/2008. (Contractor's field representative) Site Instruction:
Please stop the unfair practices held at Aditya site phase 1. The procedure in which PCC is laid at site for Levelling course of CRS manonsry. 1. Over size metal (63mm size metal is not recommended as per IS 456-2000 clause no 8.2.4.1.) the maximum size of aggregate for leveling course is 40mm only. 2. The Over size metal was even not laid to a level. 3. The cement Mortar is mixed without using measuring boxes. 4. The Cement Mortar is not mixed on the impervious mixing platform. Should use mixing Platform 5. After laying the metal, Cement Mortar is spreaded directly. Cement ,sand and 40mm metal has to be mixing properly before adding water . 6. Please ensure that the mixing for levelling course should be (1:4:8)
Resident Engineer
Date
FORM NO.IC2
Tech. Spen.
Drg.No.
Form No.
Date:
Contractor's inspection request no. Is site gradaing drawing available and studied Contractors drawing or sketch No. Are the existing ground levels taken, recorded and signed jointly by contractor and PMC Safe access provided/constructed for movement of labour, marerial etc. Check for cutting ground to desired level Are top levels of fill/depth of filling marked at suitable points Is the excavated soil checked for suitability for filling with in the grading area. Is filling being done in layers not exceeding 200 mm thick Is each layer sprinkled with water to OMC and rolled with vibratory compactor Is proctor density after rolling being checked for every layer and found satisfactory Are final finished levels of graded ground checked and found to be as per approved drawings Joints between panels closed (No gaps) Check for disposal of surplus earth and excavated earth unsuitable for filling at site at designated dump yards and neatly leveled Are finished levels of graded area jointly taken, recorded and signed by respresentatives of contractors and PMC Is the graded area properly cleaned Defects noticed Corrective action to set right the defects.
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Date:
(Signature)
UV CONSULTANTS, SECUNDERABAD
Form No : 5
FORM NO.5
Project Management Consultancy for Diamond Villas @Thukkuguda. Touch Stone Developers.
Sl. No.
Designation
Observations
Orders
Signature
Project Management Consultancy for Diamond Villas @Thukkuguda. Touch Stone Developers.
Date:
The following inspection have carried out and found acceptable as per specifications and drawings: BOQ Item No: Techl. Specification No: REF RELEVANT DRG NO. Block No. LOCATION WHETHER BLOCKS ARE OF APPROVED QUALITY & TEST CERTIFICATE AVAILABLE CRESHING STRENGTH OF BLOCKS BRICKS SOAKED IN WATER RATIO OF SAND TO CEMENT FOR MORTAR DIMENSIONS OF Blocks CHECK ALIGNMENT WITH APPROVED DRAWINGS DIAGONALS CHECKED FOR R.L. CHECK FOR PLUMB, LEVELS AND RIGHT ANGLES DOORS AND WINDOW OPENINGS LEFT IN PROPER POSITION HEIGHT OF MASONRY SHOULD NOT BE MORE THAN 1.00 METRE IN A DAY IS ALL PREVIOUS WORK CURED FOR MINIMUM 7 DAYS CHECK FOR COMPLETION OF PRECEDING ACTIVITIES LIKE PROPER BASE FOR MASONRY, SUITABILITY, STRENGTH AND SAFETY OF SCAFFOLDING BOND, PROPER STAGGERING OF VERTICAL JOINT & JOINT THICKNESS RAKING AND CLEANING OF JOINT REMOVAL OF DEBRIS AND CLEANING THE AREA OF WORK
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UV CONSULTANTS, SECUNDERABAD
FORM NO.G13
Project Management Consultancy for Diamond Villas @Thukkuguda. Touch Stone Developers. Approved Sub- contractors Sub-contractor Proposed letter Ref. / Date Approved Leter Ref./Date Approved Services Comments
UV CONSULTANTS, SECUNDERABAD
FORM NO.CM20
Project Management Consultancy for Diamond Villas @Thukkuguda. Touch Stone Developers. TEST ON REINFORCING BARS: (Bars specified of use I.S. : 1 REF. DRG NO: 2 SOURCE: 3 SAMPLE USED IN PORTION OF STRUCTURE AT ORDINATES & R.L.S: 4 DATE OF SAMPLINGS: 5 DATE OF TEST: Results (Dia of Bar) Sl. Name of Test IS Requirements No 25 mm 20mm 16mm 12 mm 10 mm 8mm . 1 Weight 2 Proof Stress 425 N/ mm2 3
5 6
Note:
1 Ultimate Tensile Strength, Proof Stress and Elongation Tests are conducted as per IS 1608 1972 ( Revised 1982). 2 The results pertain to sample tested only.
UV CONSULTANTS, SECUNDERABAD
FORM NO.CM18
Project Management Consultancy for Diamond Villas @Thukkuguda. Touch Stone Developers. TESTS FOR CONCRETE: (a) Design grade & Mix Proportions (b) Designed W/c ratio (c) Drawing No. (d) Date of Sampling (e) Drawing No. : : : : :
(f) Samples taken from the Portion of the structure at ordinates and R.L. (g) Date of sampling (h) Date of Testing
: : :
Slump Test :Sample 1 Sample2 Sample 3 Slump in mm Form of slump Sample for slump Test is taken by Slump Test carried by (name ) (name ) (signature) (signature) Average
Cubes for Compressive Strength (Grade of Concrete) :Date of Cubes casting Number of cubes casted Identification Mark of the Cube Age at which the cube is to be tested Samples taken/Moulded By (name ) (signature)
UV CONSULTANTS, SECUNDERABAD
FORM NO.CM18
Project Management Consultancy for Diamond Villas @Thukkuguda. Touch Stone Developers. TESTS FOR CONCRETE: (a) Design grade & Mix Proportions (b) Designed W/c ratio (c) Drawing No. (d) Date of Sampling (e) Drawing No. : : : : :
(f) Samples taken from the Portion of the structure at ordinates and R.L. (g) Date of sampling (h) Date of Testing
: : :
Slump Test :Sample 1 Sample2 Sample 3 Slump in mm Form of slump Sample for slump Test is taken by Slump Test carried by (name ) (name ) (signature) (signature) Average
Cubes for Compressive Strength (Grade of Concrete) :Date of Cubes casting Number of cubes casted Identification Mark of the Cube Age at which the cube is to be tested Samples taken/Moulded By (name ) (signature)
UV CONSULTANTS, SECUNDERABAD
FORM NO.P4
Project Management Consultancy for Diamond Villas @Thukkuguda. Touch Stone Developers.
Accepted__________________ Contractor V Prepered :_________________ Project Manager (PMC) Approval Recommended___________________ Team Leader Approved :____________________
Date______________
Date______________
Date______________
Date______________
Distribution:
UV CONSULTANTS, SECUNDERABAD
Project Management Consultancy for Diamond Villas @Thukkuguda. Touch Stone Developers. TEST ON WATER FOR CEMENT CONCRETE (IS 456- 2000) Sample Identification No. : Date of Testing : Weight of Water ( gm) : 0.02 Normal NaOH to neutralise 100 ml of sample (ml) As per cl. No. 8.1 of IS 3025 (Part 22)
No. of Samples : 0.85 times Std. Consistency : 0.02 Normal H2SO4 to neutralise 100 ml of sample (ml) As per IS 3025 (Part 23)
S.No.
Source
pH value
% Solids in water Organic Inorganic ppm ppm Sulphates SO3 ppm Alkali Chloride ppm
5 ml 25 ml Min 6 200 3000 400 Minimum One test for each source of water or subsequently when warranted by change inquality.
2000
2000
UV CONSULTANTS, SECUNDERABAD
Project Management Consultancy for Diamond Villas @Thukkuguda. Touch Stone Developers.
FORM NO.IC 14
Tech. Spen.
Drg.No.
Form No.
Date:
5 6
13
14 15 16
UV CONSULTANTS, SECUNDERABAD
FORM NO.S2
Project Management Consultancy for Diamond Villas @Thukkuguda. Touch Stone Developers. S.No. Description Water supply pipe lines GENERAL MATERIAL PIPES Type of pipes Diameter of pipes Has the manufacturer furnished the test certificates Whether the dimensions are as per the required standards specially with reference to both ends of the pipes Is the inner surface of the pipes smooth Whether the pipes has been tested at the manufacturer'place for factory test presure? What is the hydraulic test pressure at factory? Are the pipes tested at factory with the normal jointing material? Is there ISI mark? FITTINGS, VALVES,ETC., Type of Fittings / Valves, etc., Diameter and class Has the manufacturer furnished the test certificates? Whether the dimensions are as per the standards,Specially with reference to ends? Are rubber gaskets kept in shade in plastic covers? Is elongation satisfactory when stretched? Do they have ISI Mark? Whether bolts and nuts, rubber insertions, white lead / zink oxide, etc., are as per standards? EARTHWORK, LAYING, JOINTING, TESTING AND REFILLING Is the alignment and gradient of pipe lines as per approved drawings? Are the pipes, fittings, appurtances checked for their sound condition before laying? Are the locations of sluice valves, scour valves, air valves correct with reference to flow direction, valley points, ridges? Are the open ends of pipe line laid closed at the ends of the day's work to prevent the entrance of rodents, animals, earth, stone pieces, cloth, paper and waste materials? Whether the pipe line is hydraulically tested to their requires pressure and the test is satisfactory as per specifiction? Is the test done in the presence of the client representative and third party? Is the pipe line disinfected as per standards? AS BUILT DRAWINGS, Have they been prepared? OUT TURN Pipes (Various sizes) Specials and valves laying and jointing Testing Construction of chambers Disinfection Remarks
I A 1 2 3 4 5 6 7 8 9 B 1 2 3 4 5
6 II 1 2 3 4
5 6 7 8 9
10 WORKERS ENGAGED 11 Are the instructions recorded in the site order Book 12 OTHER PROBLEMS (IF ANY) Signature Name Designation Date Consultants Signature Nmae Designation Date Contractor
Plot No: A4, 2nd Floor, Main Road, Vikrampuri, Secunderabad 9. Tel: +91.040.27891781 / 82 Fax: +91.040.27891783 UV CONSULTANTS, SECUNDERABAD
Project Management Consultancy for Diamond Villas @Thukkuguda. Touch Stone Developers.
FORM NO.IC 5
Tech. Spen.
Drg.No.
Form No.
Date:
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17
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