Construction of Raw water tanks and Treated water tanks

Fill in the yellow part of the Form – ‘A’ and upload in Excel file. Other documents to be scanned and uploaded.

FINANCIAL INFORMATION

Name of the Bidder :

Particulars Financial Year

i) Gross Annual turnover on construction work

Rupees (In Lakhs)

Rupees (In Lakhs)

Name and address of Chartered Accountant

To be typed on the letter head of bank, signed by banker, Scanned and uploaded.

SOLVENCY CERFIFICATE FROM A SCHEDULED BANK

This is to certify that to the best of our knowledge and information that M/s / Shri _________________________ ( with address ) a customer of our bank are / is respectable and can be treated as good for any engagement upto a limit of Rs. _________________ (Rupees _______________________________________).

This certificate is issued without any guarantee or responsibility on the bank or any of the officers.

(1) Bankers certificates should be on letter head of the Bank.

(2) In case of partnership firm, certificate should include names of all partners as recorded with the Bank.

Fill in the yellow part of the Form – ‘C’ and upload in Excel file. Other documents to be scanned and uploaded. Please see upto end of document.

DETAILS OF ALL SIMILAR WORKS COMPLETED IN ALL RESPECTS AS PER NIT

Sr. No. Name of work /project and location Owner or sponsoring organisation Completion cost of the work in Rupees Date of commencement as per contract Stipulated date of completion Actual date of completion Litigation /arbitration pending /in progress with details (indicate gross amount claimed and amount awarded by the Arbitrator) Name & Address / Phone No. of officer to whom reference may be made. Remarks

a. Applicant may submit separate form for giving details of work (completed) for each year to fill up the details as above. Separate sheets if any shall be numbered in sequence.

b. The scanned copies of the work orders for each work along with completion certificate shall be uploaded.

c. Certified that the above list of works is complete and no work has been left-out and the information given is correct to my knowledge and belief.

Name of authorized signatory

Fill in the yellow part of the Form – ‘D’ and upload in Excel file. Other documents to be scanned and uploaded. Please see upto end of document.

PROJECTS UNDER EXECUTION OR AWARDED

Note:-Applicant shall fill the details of each project in progress/awarded. Certified that the below list of works is complete and no work has been left-out and that the information given is correct to my knowledge and belief.

Sr. No. Name of work /project and location Owner or sponsoring organisation Cost of work Rupees Date of commencement as per contract Stipulated date of completion Up to date percentage progress of work. Litigation /arbitration pending /in progress with details*(indicate gross amount claimed and amount awarded by the Arbitrator) Slow progress if any and reasons thereof Name & Address / Phone No. of officer to whom reference may be made. Remarks

Name and address of the authorized signatory

Certificate containing the matter of Form – ‘E’ to be typed and signed by the client, scanned and uploaded. Other documents to be scanned and uploaded.

PERFORMANCE REPORT OF WORKS REFERRED TO IN FORM "C" & "D"

(Separate certificate for each work/ Project)

1. Name of work/Project & Location

2. Agreement/Work Order No.

3. Name & Address of contractor

5. Gross Amount of work done

6. Date of start as per work order

7. Date of completion

(i) Stipulated date of completion

(ii) Actual date of completion

(iii) Present position of work, if in progress.

8. Amount of compensation levied for delayed completion, if any.

9. Amount of reduced rate items, if any.

10. Performance Report.

Quality of work Very Good/Good/Fair/Poor

Dated: Executive Engineer / Project manager or equivalent

Signature with Seal

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STRUCTURE & ORGANISATION

1 Name & Postal Address of the applicant:

2 Telephone No./Telex No./Fax No.

3 Legal status of the applicant (Please tick and attach attested copies of original document defining the legal status)

(a) An individual; (b) A proprietary firm; (c) A firm in partnership

(d) A limited company or Corporation

4 Particulars of registration with various Government bodies (attach attested photocopy)

Dept./Organisation & Place of registration Registration No.

5 Names and Titles of Director & Officers with designation proposed to be concerned with this work

6 Designation of individuals authorised to act for the organisation

7 Was the applicant ever required to suspend construction for a period of more than six months continuously after you commenced the construction? If so, give the name of the project and reasons of suspension of work.

8 Has the applicant or any constituent partner in case of partnership firm, ever abandoned the awarded work before its completion? If so, give name of the project and reasons for abandonment.

9 Has the applicant, or any constituent partner in case of partnership firm, ever been debarred / black listed for tendering in any organisation at any time? If so give details.

10 Has the applicant, or any constituent partner in case of partnership firm , ever been convicted by a court of law? If so, give details.

11 In which fields of Engineering construction the applicant has specialisation and interest?

12 Any other information considered necessary but not included above.

Name and address of authorized signatory

Fill in the yellow part of the Form – ‘G’ and upload in Excel file. Other documents to be scanned and uploaded. Please see upto end of document.

DETAILS OF TECHNICAL & ADMINISTRATIVE PERSONNEL TO BE EMPLOYED FOR THIS WORK

Sr. No. Name Designation Qualifications Professional experience and details of work carried out How these would be involved in this work Remarks

Name and address of authorized signatory

FORM 'H' FORM 'H'

Name of Equipment/ Plant Nos Capa-city or Type & make Age Condition Ownership status Current Location Rem -arks

Prese-ntly owned Leased To be purchased Prposed to be hired

Truck /Tippers / Loader

Shuttering material

Batch Mix Plant & Self-loading mobile concrete mixers.

Suitable Vibro Rollers (8to10T, 3T, 2T, 1T etc.,)

Needle/Plate vibrator/Earth compactors

Water pumps/Dewatering pumps

Bar bending machine/ Bar Cutting machine

Concrete testing Equipment’s

Hopper mixer/ Transit mixer

Air compressor/concrete breakers

Welding m/c or generators

Rotary/DMC Piling Equipment

Name and address of authorized signatory

Select, Excess (+), Less (-) Less (-)

Tender Inviting Authority: Chief Engineer, BARC, Visakhapatnam

Name of the Bidder/ Bidding Firm / Company :

NUMBER NUMBER TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER TEXT TEXT

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE EXCLUSIVE of GST In Figures To be entered by the Bidder in Rs. Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

1 General note applicable to all sections : 1) Only sieved river sand confirming to Zone-II from Godavari river or Varaha river or Vamsadhara river or Sarada river or Nagavali river / Crushed stone sand shall be used as fine aggregate and Graded hard broken granite metal of 3 stage (VSI) material shall be used as coarse aggregate in relevant items. Specification for fine and coarse aggregate shall confirm to IS:383 (latest revision) 2) In view of limit on water-cement ratio for durability requirements in design mix concrete, concrete admixtures (Carboxylate based superplasticizers of makes for guidance to bidders as per annexure B of section VII) can be used after taking prior approval of Engineer-in-Charge and the rates quoted for concrete items shall be inclusive of the cost of admixtures, Design mix, trial mixes, testing (at site & at approved labs), etc. complete. 3) The contractor shall set up automatic batching plant/sufficient number of self loading mobile concrete mixers inside the project area for the production of concrete. 4) Contractor may also be allowed to procure concrete from prior approved RMC plants on prior approval of the BARC subject to maintain required slump at site during pouring.To that extent suitable Mix Design should be carried out with required retention period. 5) Manufacturer's Test certificate of cement which is procured from dealer/company is to be submitted for all cement related works by the contractor. 6) "Substrcture" refers to the part of structure upto top level of ground floor grade slab and "Superstructure"refers to the part of structure above the top of the ground floor grade slab.

1.1 7) The Scope of works which are not included in any specific items but indicated in the document "General Scope of all works" shall be within the scope of overall contract works. The cost of work/item/material indicated in this document shall be deemed to be included in the quoted rates of all individual items. 8) The rate quoted for the items by the bidder shall include the makes for guidance to bidders as per Annexure B of Section VII of tender document. Any other additional makes proposed by the bidder have to be informed to BARC before pre-bid meeting (to be held before submission of bids) and to be approved by BARC. 9) The quoted rates shall include necessary royalties, seigneiorage charges,etc. and all other charges to supply all the required construction materials. 10) For all standards and code of practices, specifications, like Indian Standard, MORT&H, ASTM, etc. refer only latest revisions including all applicable amendments, revisions and additional publications (during contract period) and these have to be followed. 11)Prior approval for source of all construction materials by submission of relavent test certificates, documents, invoices etc. have to be taken from BARC. 12) All the tests mentioned in Quality Assurance Plan(QAP) should be carried out without any extra cost. 13) The contractor has to submit all royalty /seigneiorage slips,etc for all the naturally available construction materials before submitting the RA bills.

2 Notes applicable to EARTHWORK EXCAVATION & FILLING WORKS : The rate quoted is deemed to have included the following: a) Removal and cutting of all kinds of vegetation, shrubs, bushes, stumps , roots, grass, weeds, light/heavy jungle etc., trees upto girth of 30 cm when measured 1 metre above ground level alongwith roots, including disposal/stack in the identified location. b) shoring, strutting, stepping, dressing, grading required for keeping the earth in position on sides of trenches with approved timber/steel accessories wherever necessary to prevent sides from falling including bailing or pumping out of water if necessary including removal of debris/unserviceable materials and excavated excess soil, if any. c) dewatering of both ground and surface water, including removal of slurry generated while excavation and keeping the area free from water, to be let out of the building area through proper pipes & channels if required by suitable pumps, d) watering, ramming and thoroughly consolidate the bottom of all excavations & ground before the construction of foundation/footing/plinth beam, filling in basement or other work is commenced. e) the loose pockets shall be excavated and compacted after back filling as directed by Engineer-in-charge, as per detailed specification and conforming to safety rules during progress of the work. f) Contour levels to be taken jointly with the Engineer-in-charge and prior written approval be taken before starting any excavation/ filling at every 3 m grids for arriving at the actual quantity Excess(+) Full Conversion INR

2.1 g) Backfilling will be done in layers of thickness as specified below. h) Cost inclusive of necessary royalties, seigneiorage charges and other charges to supply all the required construction materials, i) cost of items shall include all labour charges, hire charges of machinery, lubricants, fuels and tests etc. j) Measurement/Payment will be reststicted to PCC/drawing dimensions only. k) Clearing & grubbing and removal of top 150 mm soil and compaction of the original ground with vibratory power roller to achieve hard and level surface including the disposal of removed top soil within a lead of 200 m from site boundary. l) It shall include necessary excavation, backfilling of pits resulting from uprooting of trees and stumps to required compaction, handling, salvaging, and disposal of cleared materials. Excess(+) Full Conversion INR

3 Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 m / outside the periphery of the area cleared as per specifications and as directed by the Engineer-in-charge 13947 Sqm Excess(+) Full Conversion INR

4 Cutting and felling trees of girth beyond 30 cm up to and including 60 cm girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable materials complete as per specifications and as directed by the Engineer-in-charge 10 Excess(+) Full Conversion INR

5 Filling of areas and construction of Embankment/subgrade/earthen shoulders with approved quality murrum/gravel brought from outside sources including Supply of all materials, in road works and the area wherever specified including breaking clods, storing, transportation, watering, with compacted thickness of each layer not exceeding 250 mm with suitable vibratory roller/ 200 mm thick with 8 to 10 ton capacity power roller to achieve 95% proctor density for embankment & 97% proctor density for Subgrade and Shoulders at optimum moisture content, all leads and lifts, bailing/ pumping out of water to keep site dry while backfilling. Cost shall include conveyance of all materials, labour, machinery, seigniorage charges etc. complete. The rate quoted shall include loading, unloading, hire and fuel charges for tools and plants and other incidental charges etc. The rate quoted shall also include compaction of original ground by vibratory power road roller, complete all as per drawings, specifications and as directed by the Engineer-In-charge 27582 Cum Excess(+) Full Conversion INR

6 Earth work excavation From 0.00m to 1.50m below average GL by mechanical means (Hydraulic excavator)/ manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including jungle Clearance, shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 500 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge 2245 Cum Excess(+) Full Conversion INR

7 Forming vertical piles including initial test piles by boring through fill and all kinds of soils including hard murrum with gravel and chiselling through occassional boulders and soft / weathered / hard rock by Rotary Drilling method using crawler mounted telescopic boom hydraullic piling rig equipment including conducting standard panetration test for termination criteria using SPT equipment all as instructed by Engineer In Charge, carting away the bored excavated soil upto a lead of 600 metres at places shown inside BARC campus, fixing reinforcement as per drawing, casting the piles with Design mix concrete by tremie only, using graded stone aggregates of maximum size 20 mm, with minimum cement content of 400 Kgs. per cubic metre of concrete and with water cement ratio including the water contained in the aggregates not exceeding 0.40, etc. all as per drawing, technical specification, and as directed by Engineer-In-Charge. Note : (i) The Rate quoted shall include tremie concreting up to ground level to permit overflow of concrete or minimum 1m above specified cut-off levels or as per site condition , cutting of piles at cut-off level specified including cost of all materials, admixtures (approved super plasticisers), if used with the prior approval of engineer in charge, labour, tools, excavation, dewatering by pumps or well points and also for cut-off chipping, all as required etc. ii)Excluding cost of steel reinforcement but including cost of boring with bentonite solution and temporary casing for appropriate length for setting out and removal of same complete. (iii) The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixtures. (iv) Standard Penetration test for piles ,Reinforcement will be measured and paid separately under relevent item. (v) The Rate quoted shall also include mobilisation work including transporting to site all necessary plant, equipment, piling / boring rigs or rotary piling equipment, necessary pile load testing equipment and materials, making vats, mobilising personnel, etc., erecting and commissioning all piling/boring rigs, plant & equipment and removal of same after completion as required & directed by Engineer-in-Charge. (vi) Truck mounted rotary/TMR/Tube well boring machine shall not be used

7.1 500 mm dia. Piles using M-30 grade concrete in ordinary soils, murrum, gravel, soft rock and occassional hard/weathered rock & boulders. Note:Occassional hard/weathered rock means that which is encountered between the layers of soil and not continuous rock 4959 Metre Excess(+) Full Conversion INR

7.2 500 mm dia. piles using M-30 grade concrete in hard / weathered rock. 1355 Metre Excess(+) Full Conversion INR

8 Empty boring for piling measured from working ground level to cut-off level of the piles for the 500 mm dia. piles. 636 Metre Excess(+) Full Conversion INR

9 Conducting Standard Penetration tests in piles as per IS 2131 till occurance of competent strata using SPT equipment all as instructed by Engineer In Charge. Note: Tests to be conduted till occurance of competent strata and only qualified single test per each pile will be measured for payment purpose. 150 Excess(+) Full Conversion INR

10 Conducting Routine Vertical load testing of piles for a load upto 135 MT for a 500mm diameter pile in accordance with IS 2911 (PART IV) including installation of loading platform and preparation of pile head or construction of Test cap including cost of synthetic plaster and dismantling of test cap after test etc. complete all as per drawing, technical specifications & as directed by the Engineer-in-charge. Note: 1. Conducting tests on piles as mentioned in above items shall be at design load / working load of piles as per IS standards 2911 (Part - IV) and as directed by Engineer-in-charge. 2. Submission of test reports along with conclusions for all kinds of tests as soft as well as hard copy (three copies) as required by the Engineer-incharge. 3. The Rate quoted shall also include mobilisation work including transporting to site all necessary plant, equipment, piling / boring rigs or rotary piling equipment, necessary pile load testing equipment and materials, making vats, mobilising personnel, etc., erecting and commissioning all piling/boring rigs, plant & equipment and removal of same after completion as required & directed by Engineer-in-Charge. 4.Payment shall be made on number of tests conducted. 5.Displacements measuring equipment should in clude LVDT's and dail gauges 4 Excess(+) Full Conversion INR

11 Notes: 1) Rates quoted for PCC & RCC items shall include cost of sieved river sand/ crushed stone sand as fine aggregate and graded hard broken granite metal of 3 stage (VSI) material as a coarse aggregate. 2) The mix shall be desiged to maintain the desired slump (as required at site/specified in IS code). In view of limit on water-cement ratio for durability requirements in design mix concrete, admixtures can be used after taking prior approval of Engineer-in-Charge and the rates quoted for the items shall be inclusive of the cost of admixtures, trial mixes, testing (at site & at approved labs), etc. complete. 3) The contractor shall set up sufficient number of Self loading mobile concrete mixers inside the project area for the manufacture of concrete. 4) Contractor may also be allowed to procure concrete from prior approved RMC plants on prior approval of the BARC subject to maintain required slump at site during pouring.To that extent suitable Mix Design should be carried out with required retention period. No, extra payment will be made if concrete is brought from RMC plants outside the project area. 5) The rate of concrete shall include all labour, equipment, charges for mixing & cost of admixtures. 6) Test certificate of cement, procured from dealer/company has to be submitted for all concrete works by the contractor. 7) Rate quoted for RCC items shall include cost of relevant design mix and testings.

12 Providing and laying in position cement concrete of 1:3:6 (1cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) including consolidation, finishing, curing etc. complete as per specifications and drawings but excluding the cost of Form work shuttering, centering Complete at all levels 1377 Cum Excess(+) Full Conversion INR

13 Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 10 mm) in screed and other approved locations including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and steel reinforcement at all Levels 12 Cum Excess(+) Full Conversion INR

14 Providing and laying in position Cement punning work over all types of mixes complete all as per specifications and as directed by EIC 160 Excess(+) Full Conversion INR

15 Providing and laying in position pumpable Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications.

15.1 Sub Structure 5246 Cum Excess(+) Full Conversion INR

15.2 Super Structure 3383 Excess(+) Full Conversion INR

16 Providng and fixing at and near ground level precast cement concrete 1:2:4 in kerbs, edgings etc. as per approved patterns and setting in position with C.M 1:3 (using crushed sand) including consolidation, curing, cost of required centering, shuttering, finishing smooth with 6 mm thick cement plaster 1:3 (using crushed sand) on exposed surfaces complete as per specifications and as directed by the Engineer-in-charge 46 Excess(+) Full Conversion INR

17 Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-35 grade made by block making machines with strong vibratory compaction and approved size, shape, design laid in required colour and pattern over and including 150 mm thick compacted bed of stone dust / Murrum, filling the joints with crushed sand etc. all complete as -per the direction of the Engineer-in-charge 3440 sqm Excess(+) Full Conversion INR

18 Notes: 1) This item is applicable for all PCC and RCC structural elements like footings, beams, columns, slabs, lintels, chajjas, walls etc., for all shapes, heights and leads. 2) Only steel scaffolding, staging, supporting system to the formwork and steel frame work will have to be used for all RCC structural elements. 3) All surfaces adjacent to EPs, etc., shall be in true line and level & irregularities, if any, shall be rounded by mechanical grinding, chiseling, finishing the same using epoxy silica sand mortar at no extra payment.

19 Providing , centering ,shuttering Form work using PVC film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels

19.1 Sub Structure 9182 Sqm Excess(+) Full Conversion INR

19.2 Super Structure 14577 Sqm Excess(+) Full Conversion INR

20 Notes: 1) 1.2mm dia annealed GI coated binding wire required for the work will have to be supplied by the contractor at their own cost and will not be measured for payment. 2) Fe500D/ Fe500EQR/ Fe550D/FE550EQR/ Fe550 SEQR bars as per IS to be supplied by the contractor from their own plants rolled from virgin materials only. 3) Reinforcement bars from conversion agents / re-rollers of above manufacturers, will not be accepted. 4) No extra payment will be made on account of Rolling Margin & wastage. 5) Contractor shall supply copy of the documentry evidence of purchase of steel, test certificate from these manufacturers at no extra cost.

21 Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. (Using TMT bars of Fe500D/ Fe500EQR/ Fe550D/FE550EQR/ Fe550 SEQR grades of all sizes. TMT bars to be supplied using virgin materials)

21.1 Sub Structure 776 Excess(+) Full Conversion INR

21.2 Super Structure 406 Excess(+) Full Conversion INR

22 Notes: 1) Structural steel required for the work shall not be supplied by the Department. 2) Structural steel confirming to IS 2062 shall be supplied from their own plants rolled from virgin materials to be procured directly or from their authorised dealers and test cerificate to be produced. 3) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also third party testing from approved laboratories with out any extra cost. 4) Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rates. 5) Welding Electrodes of specified suitable grade only shall be used. 6) Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted.

23 Providing Structural steel work using angles, channels, joists, flats, steel bars and other sections, welded and / or bolted in built up sections for trusses , structural steel floors, frame works, monorails, gratings, ladders and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position, applying a priming coat of steel primer etc. complete all as per specifications, drawings and as directed by the Engineer in charge. Up to and including 300 mm Joists, 350 mm channels, and below sections using approved quality materials . All test reports to be provided along with the supply of the materials. 1 Excess(+) Full Conversion INR

24 Providing Structural steel work in M.S Plain Plates and chequrred Plates for Embedded Parts, Trench Covers, Connection plates etc.including cutting, hoisting, fixing in position and applying a priming coat of zinc chromate steel primer etc.including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications. Using materials produced by the own plants of only using virgin materials. All test reports to be provided along with the supply of the materials 1 Excess(+) Full Conversion INR

25 Providing and fixing hand rail using 304 grade Stainless Steel pipes of approved size and quality by welding, mirror / matt polishing, fixing at site etc. for balcony railing & staircases railing including special sections as per drawings, specifications. complete as directed by the Engineer-in-charge 1085 Excess(+) Full Conversion INR

26 Providing and Painting with Epoxy PU paint using 2 coats of (120 Micron dry film thickness) Epoxy PU high build coating as finishing coat over a priming coat of EPILUX-13 High Build primer of 50 micron thickness over steel surfaces at all locations prepared and applied as per manufacturer' specifications including preparation of surface by cleaning with wire brush and rubbing, scraping , applying sand paper , making free of Rust, dust, dirt etc. filling the holes, joint, cracks if any using epoxy putty complete. all as per manufacturers technical data and as directed at site to achieve minimum overall dry Film thickness of 170 micron (50 Micron primer Coat + 120 micron finishing Coat). On STEEL surfaces 46 Sqm Excess(+) Full Conversion INR

27 General Notes for flyash bricks: In the fly ash bricks the mix confirming to the strength mentioned in the respective items shall be got approved by the department. The mix shall consist of ordinary portland cement content of not less than 20%(preferably) of the mixture consisting of Fly ash, OPC and Gypsum or any variation in proportion of design mix shall be submitted to BARC for approval. The Anhydraous Gypsum, Fly Ash, Cement, Crusher dust and other materials shall confirm to the relevant IS codes. The Anhydrous Gypsum shall be procured from a reputed source approved by the department. Roller mixer shall be used for good homogeneous mixing. Notes for Brick Masonry works: a) Reinforcement will be measured & paid for separately under relevant item. b) RCC band and formwork shall not be measured seperatly, however no deductions will be made in brickwork for the same. c) No holes in brickwall will be allowed for scaffolding. Only double tubular steel scaffolding be allowed.

28 Providing and constructing trench/drain/ inspection chamber/pit walls with 100/150/200/230mm (or as directed) thick masonry at all elevations with approved quality Fly ash / FAL-G bricks having minimum crushing strength 60 Kgs/Sq.cm and water absorption of maximum 20% and maximum drying shrinkage 0.15%. Masonry work with cement mortar 1:4 (1 cement : 4 river sand/ crushed stone sand) uniformly mixed in machine with approved 'non-shrinking compound' as per manufacturer’s instruction in specified courses of approved bond also providing horizonatal RCC band of 100/150/200/230mm x 100 mm (or as directed) at about 1.00 m c/c with 2 nos. 8 mm dia rebars and 8 mm dia links at 300 mm c/c in cement concrete (1:2:4), required formwork, complete including pointing, raking out joints, curing, cleaning, including independent double legged scaffolding, at all heights, depths and leads, dewatering area where required etc., all as per typical drawings, Technical specifications and as directed by the Engineer-in-charge. 78 Excess(+) Full Conversion INR

29 Providing 20 mm thick External plastering in two coats under layer 12 mm thick with C.M 1:4 (using crushed sand) finished with a top layer 8 mm thick in C. M 1:3 (using crushed sand) including water proofing compound @ 2% by weight of cement or as per manufacturer's specifications, sieving of sand to required fineness, scaffolding up to 10 metres height, finishing, curing etc. complete as per specifications. and as directed by the Engineer-in charge 4948 Sqm Excess(+) Full Conversion INR

30 Providing 20 mm thick water proof plastering in cement mortar 1:3 (using river sand) including mixing recron fiber @ 125gm per bag of cement ,finsihed smooth with a floating coat of neat cement including water proofing compound added @ 2% by weight of cement or as per manufacturer's specifications, sieving of sand to required fineness, preparation of surface, scaffolding at all heights, curing all as per specifications, drawings and as directed at site. 7468 Sqm Excess(+) Full Conversion INR

31 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces, chajjas etc. consisting of flowing operations (i) Injecting the top slab as required with cement and water proof compound solution to fill up all inherent holes, voids honey combs etc.in the concrete slab, setting "autoclaved aerated light weight block bats" coba in waterproof mortar with necessary gradient for easy flow of water & continue the treatment along the inner faces of parapet or other adjoining wall upto a height of 300 mm in the shape of vatas, finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (using river / crushed sand) admixed with proprietary water proofing compound conforming to IS 2645 and approved by Engineer-in-charge including mixing 'polyster fibre at the rate of 125 grams per 50 kg of cement in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300 X 300 mm square, 3 mm deep (v) The whole terrace so finished shall be flooded with water for a minimum period of 2 weeks for curing and for final test. All above operations to be done in order and as directed and as specified by the Engineer-in-charge 120 mm Average thickness for terraces using river sand / crushed sand 5593 Sqm Excess(+) Full Conversion INR

32 Providing and fixing in position 50 mm thick Joint filler board in expansion joints to the required size and shape, placing and keeping in ositioncomplete as per specifications and drawings and as directed by the Engineer in charge. 79 Sqm Excess(+) Full Conversion INR

33 Providing and placing in position suitable 225 mm wide PVC water stops conforming to IS 12200 for construction / expansion joints between two RCC Members and fixed to the reinforcement with binding wire before pouring concrete etc. complete as per specifications and as directed by the Engineer-incharge 2301 Rmt Excess(+) Full Conversion INR

34 Providing, applying synthetic plastering over existing Plastered / Concrete surface to the Thickness Specified by the manufacturer, to the pattern / design specified in the drawings or by the Engineer in charge, and top coat of Exterior emulsion Two Or More Coats of approved colour and shade, complete. as per specifications and as directed by the Project Engineer.(This work to be executed by the specialised approved agency) 3493 sqm Excess(+) Full Conversion INR

35 Providing and Painting with 1st quality acrylic washable distemper (ready made) with Two coats on new work of required shade and colour, including scaffolding, preparation of the surfaces ,etc., including a coat of cement primer.as per manufacturer's specifications and as directed by the Engineer-in-charge. 479 sqm Excess(+) Full Conversion INR

36 Providing and fixing Colour anodized aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / Z sections and other sections conforming to IS 733 and IS 1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically whereever required including cleat angle, aluminium snap beading for glazing / panelling, C.P brass / stainless screws all complete as per drawings and and directions of Engineer-in-charge including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required filling the gaps using silicon grout sealent etc. (fittings glazing and panelling shall be paid for separately) 151 Excess(+) Full Conversion INR

37 Providing and fixing glazing With clear float glass panes of 5.00 mm thickness in aluminium doors, window, ventilator shutters and partitions etc with PVC / Neoprene gasket etc. complete as per the architectural drawings and directions of the Engineer-in-charge (Cost of snap beading shall be paid in basic item) 8 sqm Excess(+) Full Conversion INR

38 Providing and fixing G.I pipe sleeves 600 mm long of specified size with puddle flange of specified size for rain water down takes/inlet/outlet of tanks to be embedded in RCC slabs/ RCC walls/ RCC roof gutters to connect rain water pipes/inlet/outlet pipes by welding or with screwed sockets all as per the drawings and as directed at site. (These sleeves to be fabricated and embedded at the time of concreting in true vertical )

38.1 Heavy quality 'C' class 100 mm n/b G.I pipe with 200mm x 200mm puddle flange 4 Excess(+) Full Conversion INR

38.2 Heavy quality 'C' Class 150 mm n/b G.I pipe with 250 mm x 250 mm puddle flange 24 Excess(+) Full Conversion INR

39 Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 all as per the drawings and as directed at site

39.1 200 mm dia Ductile Iron Double Flanged 4 Excess(+) Full Conversion INR

39.2 300 mm dia Ductile Iron Double Flanged 12 Excess(+) Full Conversion INR

39.3 450 mm dia Ductile Iron Double Flanged 6 Excess(+) Full Conversion INR

40 Providing, supplying and fixing 150 mm n/b rain water down take pipes using Galvanized Iron 'C' class by welding the joints including required bends etc and fixing in walls / columns with M.S clamps & "C"- clamps all as per drawing, specifications and as directed by the Engineer-in-charge but excluding painting the pipes 132 Excess(+) Full Conversion INR

41 Providing, supplying and fixing hollow metal flush steel doors 40mm thick consisting of door frame and shutters and all hardware fittings, frame made out of 14g thick G.I sheets and shutters made of 16g thick sheets, hollow portion filled with puff, including necessary stiffners in shutters and frame, vision panel of specified size with 4 mm glass and clip on pressed steel frame for vision panels, fixing 4 nos heavy duty stainless steel 304 grade ball bearing hinges, mortise / dead lock, a pair of 200 mm long stainless steel handles, 250 mm long stailless steel tower bolt, etc. frame hollow portion filled with PCC 1:2:4, necessary hold fast embedded in concrete, fixing in concrete with anchor fastners. finished with Polyurethane painting of approved colour complete all as per drawings and specifications and as directed by the Engineer-in-charge 26 Sqm Excess(+) Full Conversion INR

42 Providing and fixing pair of stainless steel "D" type door handles 10 mm dia, 250 mm long SS 304 grade solid rod , of specified size in steel doors/ wooden doors including screws / bolts etc. all as per drawings and specifications complete. 8 Excess(+) Full Conversion INR

43 Providing and fixing stainless steel ball bearing fire tested stainl 32 Excess(+) Full Conversion INR

44 8 Excess(+) Full Conversion INR

45 8 Excess(+) Full Conversion INR

46 32 Excess(+) Full Conversion INR

47 1 sqm Excess(+) Full Conversion INR

48 8 Excess(+) Full Conversion INR

49 780 Excess(+) Full Conversion INR

50 280 Cum Excess(+) Full Conversion INR

51 1598 Cum Excess(+) Full Conversion INR

52 22742 Excess(+) Full Conversion INR

Total in Figures

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