Remaining Work of Construction of RCC Precast Storm Water Drainage at EPIP Campus, I/A Hajipur, Phase-1(Extension Work)

INFRASTURUCTURE DEVELOPMENT AUTHORITY First Floor, Udyog Bhawan, East of Gandhi Maidan, Patna

TECHNICAL BID SHEET

TENDER NUMBER NIT - 30/TEN/IDA/26 DATE OF ISSUE OF TENDER 28.09.2026

NAME OF WORK Remaining Work of Construction of RCC Precast Storm Water Drainage at EPIP Campus, I/A Hajipur, Phase-1(Extension Work) ds dk;ZA COST OF WORK AS PER BOQ Rs. 144,989,493.00

BID SECURITY (EARNEST MONEY DEPOSIT) AMOUNT Rs. 2,450,000.00 COMPLETION PERIOD IN MONTHS 12.0

NAME OF TENDERER ALL COLOURED CELL IS TO BE FILLED ACCORDINGLY

ADDRESS, E-MAIL & MOBILE NUMBER OF TENDERER

S.N. ITEMS REQUIREMENT REMARKS

1 REGISTRATION (Any Contractor Registered in appropriate category with Central Government / Any State Government / Any Public Sector Undertakings or an Agency of National or International repute may tender but Registration with Infrastructure Development Authority will be essential after issue of Letter Of Acceptance.) Department

Registration No.

Date of Validity

2 ELECTRICAL LICENSE REGISTRATION Attach Valid Self Electrical License Or Sub Contractor's Electrical License With Affidavit (Attach An Affidavit As Per Format Prescribed In SBD-Annexure III, On Or After Date Of Tender, Duly Attested By An Executive Magistrate). Department

Registration No.

Date of Validity

3 LEGAL STATUS OF BIDDER Section 1 ITB 4.3 (a) of S.B.D (i) Individual/Partnership/Pvt. Ltd./Public Ltd/Joint Venture

(ii) Place of Registration.

(iii) Principal Place of Business

(iv) Power of Attorney of Signatory Bid

4 JOINT VENTURE (Bids From Joint Ventures Are Acceptable Only Above Rs. 10.00 Crores Project) The tenderer have to submit the Joint Venture documents as per eligibility criteria & other instructions issued vide Road Construction Department Letter No. 8131 (S) dated: 24.07.2012.

5 PERMANENT ACCOUNT NUMBER (PAN) Attach Copy of PAN

6 GST REGISTRATION Attach Copy of GST

7 COST OF BOQ (e payment only) Rs. 11,800.00 (Attach e-payment receipt of BOQ)

8 EARNEST MONEY DEPOSIT (BID SECURITY) Earnest Money Deposit (Bid Security) will be accepted only in online mode (Internet Payment Gateway). No other forms of Earnest Money Deposit (Bid Security) will be accepted. Amount To Be Entered (Rs. In Lakhs) Attach e-payment of Earnest Money Deposit (Bid Security).

9 WORK EXPERIENCE OF SIMILAR NATURE Section 1 ITB 4.5 (A) (b) of SBD The completion certificate shall be issued by employer not below the rank of Executive Engineer or Equivalent.

10 QUANTITY WISE EXPERIENCE Section 1 ITB 4.5 (A) ( c ) of SBD MINIMUM QUANTITY / AMOUNT AS PRESCRIBED IN SBD

Earthwork + Local Sand : 9428 Cum

RCC+PCC : 2332 Cum

BRICK WORK : 126 Cum

Pile Work : 1639.00 m

Paver Block : 4700 Sqm

Electrical Work : Rs. 16,86,961.00

11 ANNUAL FINANCIAL TURN OVER OF LAST FIVE YEARS ITB Clause 4.5 (A)(a) (Balance Sheet, Profit & Loss And Audit Report Duly Audited By CA) FY 2021-2022 Amount To be entered (Rs in Lakhs)

FY 2022-2023 Amount To be entered (Rs in Lakhs)

FY 2023-2024 Amount To be entered (Rs in Lakhs)

FY 2024-2025 Amount To be entered (Rs in Lakhs)

FY 2025-2026 Amount To be entered (Rs in Lakhs)

12 BANKER'S CERTIFICATE EVIDENCE OF ACCESS TO OR AVAILABILITY OF CREDIT FACILITIES (10% OF PROJECT COST) Section 1 ITB 4.2 ( i ) of S.B.D Certificate Issued By Bank As Per Format Prescribed In Sec-2 Of SBD, On Or After Date Of Tender

13 BIDDING CAPACITY (BC=A*N*3-B) Section 1 ITB 4.7 of S.B.D A = Maximum value of civil engineering works executed in any one year during the last five years (updated to the price level of the year indicated in Appendix) taking into account the completed as well as works in progress. N = Number of years prescribed for completion of the works for which bids are invited. B = Value (updated to the price level of the year indicated in Appendix) of existing commitments and on-going works to be completed during the next 12 Months (period of completion of the works for which bids are invited).

14 (A) AMOUNT OF EXISTING COMMITMENTS AND ONGOING WORKS Attach As Per Sec. 2- 1.4 (A) Of SBD, On Or After Date Of Tender (Bidder must decleare themselve their all exising commitment concealment of any fact shall be sufficient cause for rejection)

(B) AMOUNT OF WORK FOR WHICH BID ALREADY SUBMITTED Attach As Per Sec 2- 1.4 (B) Of SBD, On Or After Date Of Tender

15 AFFIDAVIT (I) Attach An Affidavit As Per Format Prescribed In Sec-2 Of SBD, On Or After Date Of Tender, Duly Attested By An Executive Magistrate.

(II) Attach An Affidavit As Per NIT, On Or After Date Of Tender, Duly Attested By An Executive Magistrate.

16 CHARACTER CERTIFICATE Attach a Valid Character Certificate of Tenderer Issued By Competent Authority.

17 UNDERTAKING (i) Investment of minimum cash up to 25% of the value of the work during implementation of the contract. Section 1 ITB 4.2 (ii) of SBD (I) Attach An Undertaking As Per Format Prescribed In Sec. 2 Of SBD.

(ii) Bid Validity : 120 days Section 1 ITB 15.1 of SBD (II) Attach An Undertaking As Per Format Prescribed In Sec. 8 Of SBD.

18 LITIGATION HISTORY Section 1 ITB 4.3 ( j ) of SBD As Per Format Prescribed In Sec. 2-1.11 Of SBD On Or After Date Of Tender.

19 PROPOSED METHODOLOGY AND PROGRAMME OF CONSTRUCTION Section 1 ITB 4.3 ( l ) of S.B.D Attach Descriptions,Drawings And Charts As Necessary.

20 TECHNICAL PERSONNEL Section 1 ITB Clause 4.5 B (b) Attach As Per Sec-2-1.6 Of SBD. Attach Necessary Certificate And Current Affidavit Of Both Employee And Employer On And After Date Of Tender, Duly Attested By An Executive Magistrate.

21 LIST OF KEY PLANTS & EQUIPMENTS Section 1 ITB 4.5 B (a) Attach As Per Sec 2-1.5 Of SBD (Max. Age 5 Years). Attach Owned Voucher/Cash Memo/Invoice And Affidavit In Case Of Leased/Hire On And After Date Of Tender, Duly Attested By An Executive Magistrate.

I, the undersigned, do hereby certify that all the statements made in the required attachements are true and correct.

INFRASTRUCTURE DEVELOPMENT AUTHORITY

(A GOVERNMENT OF BIHAR UNDERTAKING)

Remaining Work of Construction of RCC Precast Storm Water Drainage at EPIP Campus, I/A Hajipur, Phase-1(Extension Work) ds dk;ZA

QUOTING SHEET FOR BIDDERS

Name of Contractor

Address of Contractor

E-mail ID of Contractor Whatsapp Enabled Mobile Number

NIT - 30/TEN/IDA/26

Sl no. Description Estimated Amount Rate Quoted by Contractor

% Above/Below TOTAL QUOTED AMOUNT Rs.(In Figure) TOTAL QUOTED AMOUNT Rs.(In Words)

1 Total Schedule Amount (Rs.) 136847287

2 Total Non-Schedule Amount (Rs.) To be quoted

TOTAL AMOUNT Rs. 144989493

Remaining Work of Construction of RCC Precast Storm Water Drainage at EPIP Campus, I/A Hajipur, Phase-1(Extension Work) ds dk;ZA

S.No. Particular Amount

1 Schedule Items

2 Non-Schedule Items

Remaining Work of Construction of RCC Precast Storm Water Drainage at EPIP Campus, I/A Hajipur, Phase-1(Extension Work) ds dk;ZA

SI.No BCD SOR 2022 DESCRIPTION UNIT Drain-01 Drain-02 Boundary (near pond) Boundary (near sump) Campus Dev.front of Avon Cycle Campus Dev.front of Nipper Campus Dev.front of Britania Campus Dev.front of Anmol Industries Campus Dev.between road & drain RCC Drain Crossing Dismantling of Boundary Pump Sluice Gate Electrical works Sump Total Qty. RATE AMOUNT

CIVIL WORKS ( Schedule Items)

1 2.29 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m

2.8 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.6 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil Cum 45.9933375 314.9

20.3 Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :

20.3.2 400 mm dia piles metre 1378.125 1900 2691

20.4 Extra over item No. 20.3 for providing additional bulb in under reamed piles, under specified dia meter (Only the quantity of extra bulbs are to be paid).

20.4.2 400 mm dia piles each 262.5 400 1784.8

2.18 Close timbering over areas including strutting, shoring and packing, cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered):

2.18.1 Depth not exceeding 1.5 m. sqm 114.46875 46.03125 109.1

2.25 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. Kl 34.340625 15.650625000000002 107.2

2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead. Cum 165.26249999999993 66.78750000000005 64.08281249999999 83.24999999999996 68.44049999999991 -355.66351849875 123.9

2.27 Extra for every additional lift of 1.5 m or part thereof in :

2.27.1 All Kinds of soil Cum 0 71.134375 49.4

2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. cum 65.88 30.869999999999997 26.704687499999995 34.52142857142857 673.6128000000001 190.18750000000017 294.6987000000003 416.64000000000004 15240 21.599999999999998 7.268040600000002 287.3

2.35 Supplying chemical emulsion in sealed containers including delivery as specified.

2.35.1 Chlorpyriphos/Lindone emulsifiable concentrate of 20% litre 12.93104465625 200.9

2.37 Diluting and injecting chemical emulsion for POSTCONSTRUCTIONAL antitermites treatrnent(including the cost of chemical emulsion)

2.37.2 Along the external wall below concrete or masonry apron using chemical emulsion @ 2.55 litres per linear metre including drilling and plugging holes etc.

2.37.2.1 With chlorpyriphos E.C. 20% with 1% concentration metre 14.682135000000002 49.1

2.37.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling and plugging 12 mm diameter holes with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floor.

2.37.3.1 With Chlorpyriphos EC 20% with 1% concentration sqm 17.004135 241.2

11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I. sqm 439.2 205.79999999999998 178.03124999999997 230.1428571428571 144 3.8006302499999998 283.3

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level:

4.1.2 1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) cum 2.20232025 4420.8

4.1.3 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size) cum 1.59831 3998.1

4.1.5 1:3:6(1 Cement:3 coarse sand: 6 graded stone aggregate 20mm nominal size) cum 32.94 15.434999999999999 13.352343749999998 17.260714285714286 10.799999999999999 3434

4.3 Centering and shuttering including strutting, proping etc. and removal of form work for:

4.3.1 Foundations, footings, bases for columns Sqm 55.08 22.26 13.739999999999998 3.398634 211.1

4.15 Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete (The quantity will be calculated by multiplying the depth measured form the sub-soil water level upto centre of graity of concrete under sub-soil water water level with quantity of concrete in cum executed uder sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored.) cum per m depth 13.176 6.1739999999999995 473.5

4.17 Making plinth protection 50mm thick of cement concrete 1:3:6(1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) over 75mm bed dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. sqm 3.407535 436.6

Derived Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-30 grade reinforcd cement concrete to precast drains made at factory or near site in campus if place provided by BIADA/IDA , including hosting and installing to the site where precast drains are to be fixed/installed , including all the cost of transportation from factory or yard .If required some parts may have to be casted at site for diiferent conditions like crossing, silting pit , positions near water bodies etc (For pre cast drains the drain shall have grooves for jointing at the edge, curing arrangements, special in built insert, sleeves/hooks at appropriate location as specified in drawing for

fixing, lifting including mechanical means, loading, transportation at site including all leads, lifts. All joints to be specified joint filling compound material. )

Note:- Original Rate for M-25 is Rs.5562.40. As per item no. 5.33.1.1 and item no. 5.33.1.2, difference of Cost of M-25 and M-30 is Rs.125.70 per Cu.m

Base (Drain Floor), Walls & Drain Cover (for M-30) cum 266.265 117.23249999999999 215.5 146.475 5688.1

5.33A Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete

5.33A.2 All works above plinth level upto floor V level

5.33A.2.1 Walls columns, pillars, posts cind struts cum 16.5375 28.8 2.9269325999999998 5293.5

5.33A.2.2 Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. cum 7.5234375 11.25 1.9251960000000001 5677.2

5.33B Add or deduct for providing richer or leaner mixes respectively at all floor levels.

5.33B.1 Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. cum 289.9940625 345.46285714285716 164.5

5.33B.2 Providing M-30 grade R.C.C. instead of M-20 grade R.C.C. cum 39.26761289999999 225.4

5.35 Add for using extra cement in the items of design mix over and above the specified cement content therein. quintal 31.414090319999982 609.3

5.9 Centering and shuttering including strutting, propping etc. and removal of form for:

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 322.08000000000004 141.12 237.375 306.85714285714295 187.20000000000002 4.097427000000001 211.6

5.9.2 Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. Sqm 1317.6 529.2 782.4375 780.0000000000001 538.1999999999999 63.904097400000005 375.1

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 25.78452 437.5

5.9.4 Shelves (Cast in situ) sqm 0 437.5

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 419.175 524.7 29.713860000000004 404.7

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 429.1875 628.5714285714286 50.76614400000001 494.4

5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. sqm 1.0062000000000002 224.2

5.9.16 Edges of slabs and breaks in floors and walis-

5.9.19 Weather shade,Chajjas, corbels etc. including edges sqm 2.48454 550.9

5.11 Extra for additional height in centring, shuttering wherever required with adequate bracing, propping etc. including cost of de-shutering and de centring at all levels over a height of 3.5 m ,for every additional height of 1 metre or part thereof (Plan area to be measured)

5.11.1 Suspended floors, roots, laning, beams and balconies (Plan area to be measured) sqm 25.9935 174

5.22 Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete.

5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia Kg 14144.164453124999 17832.80892857143 6204.375 792.0259955999999 91.7

5.22.7E Thermo-Mechanically Treated bars TMTC-500-20mm dia Kg 5657.66578125 7133.123571428573 2481.75 1056.0346608 91.7

5.22.7F Thermo-Mechanically Treated bars TMTC-500-25mm dia Kg 5657.66578125 7133.123571428573 2481.75 91.7

6.1A Brick work with bricks of class designation 100A in foundations and plinth in :

6.1.12/1 Cement mortar 1.:4 (1 cement: 4 coarse sand ) cum 45.140625 67.50000000000001 5017.9

6.3A Extra tor Brick work in superstructure above plinth level upto floor V cum cum 45.140625 67.50000000000001 842.2

6.1C Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in :

6.1.14C Cement mortar 1:6 (1 cement: 6 coarse sand ) cum 13.507719000000003 4923

6.3C Extra tor Brick work in superstructure above plinth level upto floor V cum cum 13.507719000000003 842.2

6.21A Extra for providing and placing in position 2 nos. 6mm dia, MS bars at every third course of half brick masonry (with F.P.S bricks) sqm 0 113.6

6.45 Half brick masonry with non modular fly ash bricks of class designation 10, conforming IS :12894, in superstructure above plinth and upto floor V level.

6.45.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) sqm 14.835 700.8

6.48A Providing 150mm wide brick drain in cement mortar (1:6) with av. 150mm clear depth and 125mm apron concrete (1: 4:8), over one brick designation 100-A flat soling in proper grade and slope at the base, the drain duly plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/I metre 4.54338 582.5

4.13 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg. per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. sqm 146.4 58.800000000000004 143.7

13.17.1 12 mm cement plaster 1:3( 1 cement: 3 coarse sand) finished with a floating coat of near cement sqm 805.2 352.8 203.6

10.32 Steel work welded in built up sections/framed worK including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.

10.32.1 In stringers, treads landings etc. of stair cases including use of required plates wherever required all complete. Kg 25.8 104

10.32.2 In gratings, frames, guard bar, ladders, railings, brackts. gates & similar works. kg 379.43999999999994 379.43999999999994 4106.53125 6179.071428571429 5952 379.43999999999994 47.6784 114.6

10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). kG 183.44 546.8

10.38 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows all complete with.

10.38.2 5.5 mm thick glass panes. sqm 2.922624 1179.1

10.39 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side / top / centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer , but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).

10.39.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). Kg 18.997055999999997 138.8

11.31 Extra for pre finished nosing in treads of steps of Kota stone / sand stone slab. sqm 8.777159999999999 82.9

11.32 Extra for Kota stone / sand stone in treads of steps and risers using single up to 1.05 metre.length sqm 0 18.1

11.26 Kota stone slab flooring over 20 mm (average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand)

11.27 Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm sqm 0.62694 1334.9

13.11 12mm cement plaster of mix:

13.12 15 mm cement plaster on rough side of single or half brick wall of mix.

13.13 20mm cement plaster of mix:

13.24 6mm cement plaster to ceiling of mix:

13.24.2 1:4( 1 cement: 4 coarse sand) sqm 10.164555 125.6

13.36 Extra for providing and mixing water proofing material in proportion recommended by the manufacturers:

13.36.6 20 mm cement plaster 1:4(1 cement: 4 sand) sqm 51.138696 10.1

13.77 Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade .

13.77.2 New work (two or more coats ) over and including priming coat with cement primer sqm 10.164555 102.3

13.78 Applying one coat of cement primer of approved brand and manufacture on wall surface:

13.78.2 Distemper primer sqm 45.376782000000006 38.7

13.80A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete sqm 684 971.9999999999999 106.680033 105.4

13.81 Applying priming coat

13.81.3 With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works Sqm 297.6 34.6

13.45 Finishing walls with textured exterior paint of required shade :

13.45.1 New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm sqm 684 971.9999999999999 215.2

13.48A Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.

13.48A.1 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. sqm 51.138696 112

13.92 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:

13.92.1 Two or more coats on new work sqm 45.376782000000006 86.4

13.93 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:

13.93.1 Two or more coats on new work sqm 104.625 157.42857142857142 297.6 84.5

13.94 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:

13.94.1 Two or more coats on new work over an under coat of suitable shade with ordinary pain+ of approved brand and manufacture sqm 7.347840000000001 116.5

16.78 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

16.78.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 Cum. 412.416 1141.125 2946.987 223.2 2320 1239.4

16.75 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). Cum. 274.944 760.75 1964.6580000000004 148.8 5842.7

16.76 Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement. Cum. 274.944 760.75 1964.6580000000004 148.8 169.7

11.79 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge:

11.79.1 (a) 80 mm thick c.c. paver block of M-35 grade with approved colour design and pattern. Sqm. 4700 956.4

11.79.2 (b) 80 mm thick c.c. paver block of M-35 grade with white colour design and pattern. Sqm 4700 906.1

15.2 Demolishing cement concrete including disposal of material within 50 metre lead:

15.2.2 1:4:8 or leaner mix Cum 28.8 599.8

15.7 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead:

15.7.4 In cement mortar Cum 54 823.7

15.3 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead: Cum 76.19399999999999 1411.2

22.2 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/ sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane.

22.21 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100%polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. Sqm 12.89226 85.2

12.33 Providing and laying brick tiles of class designation 100 over mumty root grouted with cement mortar 1:3 (1 cement:3 coarse sand) mixed with 2% if integral water proofing compound by weight of cement, over a 12 mm layer of cement mortar 1:3 (1 cement:3 fine sand) and finished neat.

12.33.2 With F.P. brick tiles Sqm 12.89226 471.1

12.38 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement:2 coarse sand:4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3(1 cement::3 coarse sand)as per standard design

12.38.1 In 75x75 mm deep chase metre 23.7102 66

Carriage of Materials:-

Difference Cost of materials :-

Add Seigniorage charge @10% on Basic Material Cost

Add 5.36 % GST (For 18% GST)

Civil Work (Schedule Items) Sub Total (A)

ELECTRICAL Work ( (Schedule Items)

1 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit with piano type switch, phenolic laminated sheet, suitable size M.S./PVC box etc as reouired.

1.1.3 Group'C' Point 24 58 1120

1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

1.7.1 2 X 1.5 sq. mm + 1X 1.5 sq. mm earth wire Meter 50 300 201

1.7.2 2 X 2.5 sq. mm + 1X 2.5 sq. mm earth wire Meter 50 180 246

1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Meter 30 240 309

1.7.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Meter 30 60 422

1.23 Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required.

1.23.1 5/6 amps switch Each 2 5 37

1.23.4 3 pin , 5/6 amps socket outlet Each 2 5 55

2.8 Supplying and fixing following way single pole & neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCBilsolator)

2.8.7 12 way, Double door Each 1 3 2314

2.12 Supptying and fixing following rating, 24Al4L5 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required'

2.12.1 6 A to 32'A, Single pole Each 4 12 237

3.2 Earthing with G.l. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc with charcoal/coke and salt as required. Set 2 8 6323

3.21 Providing chemical/mineral maintenance free earthing system comprising of copper coated earth electrode 3 metre length and 17.2 mm outer dia along with 25 kg earth conductivity enhancing back fill mineral compound for eafth electrode to fill up the excavated earth and earth inspection pit etc. as required. Set 2 2 16675

3.16 Providing and fixing 6 SWG dia G.l. wire on surface or in recess for loop earthing etc. as required. Meter 80 250 53

3.15 Providing and fixing 25 mm X 5 mm G.l. strip on surface or in recess for connections etc. as required. Meter 50 65 195

8.15 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep with service value (CM/MM) minimum 4.00, Air delivery minimum 270 cum/min including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated copper conductor and i hook etc as required Each 2 8 2482

1.25 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate/,switch box including connections but excluding modular plate etc. as required. Each 2 8 358

8.19 Supply and installation of 400 mm, 230 V A.C. wall/cabin fan including fixing the bracket, making connection, testing, commissioning etc as required Each 2 2 3670

5.15 Supplying and fixing fotrlowing types LED Flood light with minimum efficacy 100 lm/w in die cast aluminium housing, toughened glass, lP 66 protection and complete with electronic driver etc on poleibuilding including connection earthing the body etc as required.

5.1 Supplying and fixing 4'X18 wat[ LED batten with minimum efficacy 100 lm/w in olycarbonate housing and complete with integrated electronic driver etc directly on wall/ ceiling including connections with 1.5 sq.mm FRLS pVC insulated copper conductor etc. as required. Each 10 26 521

1.31 Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. Each 20 8 414

1.32 Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. Each 20 8 531

1106 (Analysis Rate) 16 sq. mm lSl marked, FRLS PVC insulated single core copper conductor cable wiring work for pump mtr 150 227

1105 (Analysis Rate) 10 sq. mm lSl marked, FRLS PVC insulated single core copper conductor cable wiring work for pump mtr 147

1.33 Supplying and fixing 2 pin, 5/6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required Each 20 64

1.34 Supplying and fixing batten/ angle holder including connection etc. as required. Each 5 6 80

Supplying and fixing following types lamp in existing electrical fitting/ fixture etc as required.

6.1 Supplying and fixing of following types lamp in the existing electrical fitting/ fixtures etc. as required.

6.1.4 9/10 watt LED lamp Each 5 6 161

7.1 Laying of one number PVC insulated and pVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.

7.1.1 Upto 35 sq. mm Meter 100 315

7.4 Laying and fixing of one number pVC insulated and pVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.

7.4.1 Upto 35 sq. mm Meter 100 43

7.4.2 Above 35 sq. mm and upto 95 sq. mm Meter 100 130 109

7.7 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power cable with aluminium conductor for working voltage upto 1.1 KV as required.

7.8 Supply of following sizes and core PVC/XLPE insulated, PVC sheathed (heavy duty) armoured electrical power H.T. cable with aluminium conductor for working voltage upto 11 KV as required.

7.5 Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required.

7.5.2 Above 120 sq. mm and upto 400 sq. mm M 100 200 431

DSR 2025 11.1 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.

DSR 2025 23.5 Supplying and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required :

8.11 Supply and fixing of fabricated Electrical control panel of cubical construction, floor/wall mounted type, fabricated out of 16 SWG CRCA sheet, compartmentalised with hinged doors, dust and vermin proof, powder coated painting of approved shade after 7 tank treatment process, cable alley, internal wiring, earth terminals, Bus bar Chamber, insulator and complete in all respect etc and panel manufactures must be approved by CPRI. (But without RYB inicator, ammeter, voltmeter, inter-connection copper conductor cable/solid copper strip, switchgears etc.) sq.ft. 9 24 1809

8.13 Supply and fixing panel mounted digital multimeter (Voltmeter & ammeter) including CT coil and RYB pilot indictor in the existing cubical panel board including drilling holes in the panel board making connections etc as required. each 1 2 6536

2.4 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections etc. as required' (LK, Schneider, Legrand , ABB or approved equivalent)

2.4.1 100 A, 30 KA, FPMCCB each 1 8172

2.4.4 200 A, 36 KA, FPMCCB each 1 16190

2.7 Providing and fixing following capacity four pole ON-load panel mounted changeover switches inside the existing cubical panel board including drilling holes in cubicle panel, making connections etc. as required. (LK, Schneider, Legrand , ABB or approved equivalent)

Bus Bar (600 mm lenth copper bus bar in each panel)

1824 (Analysis Rate) 20 mm X 3 mm copper tape kg 12 847

2.12 Supptying and fixing following rating, 24Al4L5 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required' (LK, Schneider, Legrand , ABB or approved equivalent)

9.13 Providing , laying and fixing of following dia G.l. pipe (medium class) in ground complete with G.l. fittings including trenching (75 cm deep) and re-filling etc or surface with clamp etc as req uired. (Make- Tata, Jindal or approved equivalent )

ELECTRICAL Work Sub Total (B )

Transformers, 11/0.4 KV 3 Phase Supplying, installing, testing and commissioning of 11/0.4 KV 3 Phase 50 cycle oil immersed, naturally cooled, outdoor type transformer connected delta on H.T. side and star on L.T. side, dehydrating silica gel breather on eye level, rating and diagram plate, two earthing terminal, lifting lugs, oil level gauge, drain valve with plug, temperature not exceeding 50ºC on load, oil filling hole with plug, four unidirectional roller, arcing horns, explosion vent, terminal arrangement bushing on H.V. side and cable box on LV side, first filling of oil upto desired level and transformer installing on existing structure with all required materials arrangement as required ISI marked & as per IS specification, hand operated off load tap changer switch above 100 KVA, oil conservator with drain valve, plug 63 KVA and above. (Make- Infrapower, Ewave, Kirloskar as per approval of EIC) Note - Contractor have to apply and provided NOC from electrical inspector to energize the transformer also need to submit Invoice, Test certificate, Green Card and all other documents as required by NBPDCL and electrical inspector)

Energy efficiency level -2 (New level -1)

42.70.1 Aluminium wound

105 Contractor have to purchase all DP structure material from NBPDCL approved vendor and need to submit invoice of same and obtaining NOC from NBPDCL is in scope of contractor

NBPDCL approved rate

PSC Pole 9 mtr, 400 kg Nos 4 4777.82

Rail Pole 13 Mtr. Nos 4 55704.73

11 KV V Cross Arm Nos 8 1031.12

11 KV Top Bracket Nos 8 268.41

Back Clamp for V Cross Arm Nos 8 152.28

11 KV Pin Insulator with Pin Nos 24 148.39

Tapping Channel Set 2 1579.05

11 KV Disc Insulator with H/W Fitting Set 12 352.23

ACSR Dog Conductor Km 1.5 109032

Base Channel of Transformer and metring unit Nos 6 5323.43

Base Channel of H.G. Fuse Nos 2 5319.44

Base Channel of A.B. Switch Nos 2 3965.19

Support Clamp for HG & AB Switch Nos 6 291.7

11 KV H.G. Fuse Set Set 1 7382.69

11 KV Lightning Arrester Set 1 1046.53

Back Clamp for Tapping Channel Set 4 231.76

11 KVA AB Switch 200 Amp. Set 1 15517

Danger Board Nos 3 68

Danger Board Clamp Nos 6 22.37

G.I. Stay Set with Wire 7/14 Nos 4 1285

Earthing Pipe Nos 3 1822

Coil Earthing Nos 1 2000

G.I. Wire 8 NO KG 25 83.07

PG Clamp Nos 6 300

Nut & Bolts KG 22 114.86

Stone CFT 27 90

Cement Bag 9 450

Total cost of material of DSS

Contigency @ 2%

Tools & Plant @ 2%

Transportation @ 4%

Labour Cost @ 10%

ELECTRICAL Work Sub Total (C )

ELECTRICAL Work (Schedule Items) Sub Total (B+C )

TOTAL Civil Work+Electrical Work ( Schedule Items) : (A+B+C)

Remaining Work of Construction of RCC Precast Storm Water Drainage at EPIP Campus, I/A Hajipur, Phase-1(Extension Work) ds dk;ZA

SI.No MR DESCRIPTION UNIT Drain-01 Drain-02 Boundary (near pond) Boundary (near sump) Campus Dev.front of Avon Cycle Campus Dev.front of Nipper Campus Dev.front of Britania Campus Dev.front of Anmol Industries Campus Dev.between road & drain RCC Drain Crossing Dismantling of Boundary Pump Sluice Gate Electrical works Sump Total Qty. Quoted Rate In Figure(Rs.) (the quoted rate should be inclusive of all Taxes/cess, Royalty, Seignorage fee, Carriage of materials, Transporation cost of all materials from sources to work site, all overheads etc. complete in all respect) Quoted Rate In Word (Rs.) (the quoted rate should be inclusive of all Taxes/cess, Royalty, Seignorage fee, Carriage of materials, Transporation cost of all materials from sources to work site, all overheads etc. complete in all respect) Quoted Amount (Rs.) (the quoted rate should be inclusive of all Taxes/cess, Royalty, Seignorage fee, Carriage of materials, Transporation cost of all materials from sources to work site, all overheads etc. complete in all respect)

Non Schedule Item

MR Supply intallation loading unloading testing and commissioning of SP6LA Self Priming Mud Pump coupled with 20C4 Motor (ENERGY EFFICIENT IE2, 20 HP, 3 Phase) Description: Mud water De-watering Pump with capacity 20 HP (15 kW). 300-440 Volts Three Phase Power Motor. Discharge: 66.5 LPS, Head: 10-25 Mtrs, Del.: 150 mm, Solid handling size: 34 mm. CI Body and CS/SS Shaft with CI Impeller and casing. (Detailed specification leaflet attached) (Make - Kirloskar, Grundfos, Ksb or approved equivalent as per approval of EIC)

*Complete with all the accessories i) 12 mtrs GI Delivery Pipe (Make: Jindal) ii) 05 mtrs GI Suction Pipe (Make: Jindal) iii) GI Elbows (adequate numbers) iii) Automatic 3 Phase Starter Panel and Panel to pump wiring (Make: LnT) iv) Single Phase Preventer v) Float switch for water level sensing vi) Clamps, Flenches, Cheques Valves, Bend, Valves, Nepple, Nepple CI, etc. *Fitted on MS Base Frame (without wheels) Each 1

MR Supply intallation loading unloading testing and commissioning of SP4L+ Self Priming Mud Pump coupled with 12.5C4 Motor (ENERGY EFFICIENT IE2, 12.5 HP, 3 Phase) Description: Mud water De-watering Pump with capacity 12.5 HP (9.3 kW). 300-440 Volts Three Phase Power Motor. Discharge: 41 LPS, Head: 10-25 Mtrs, Del.: 100 mm, Solid handling size: 23 mm. CI Body and CS/SS Shaft with CI Impeller and casing. (Detailed specification leaflet attached) (Make - Kirloskar, Grundfos, Ksb or approved equivalent as per approval of EIC)

Complete with all the accessories i) 12 mtrs GI Delivery Pipe (Make: Jindal) ii) 05 mtrs GI Suction Pipe (Make: Jindal) iii) GI Elbows (adequate numbers) iv) Automatic 3 Phase Starter Panel and panel to pump wiring (Make: LnT) v) Single Phase Preventer vi) Float switch for water level sensing vii)Clamps, Flenches, Cheques Valves, Bend, Valves, Nepple, Nepple CI, etc ( 3 Nos for sump, and 1 No for ATN agro sump) Each 2 4

MR Supply and Handing Over Eterna 5500 CW, 2 P,, 3 Phase, With Suitable starter Panel 7.5 HP, 80 MM Delivery Size, 2900 RPM, 25/35 MM SOLID HANDLING for emergency use (Make - Kirloskar, Grundfos, Ksb or approved equivalent as per approval of EIC) Each 3 1

Notes: The tenderer shall visit the Site, and familiarize himself with the Site Conditions before quoting for the same. Shop drawings have to be prepared and submitted to IDA for approval, based on the GA drawing attached. Flawless operation shall be ensured

MR D/S/I/T/C of a Sluice Gate, as per the attached specifications, the attached GA Drawing, and as per instructions of E/I

MANUAL OPERATED OPEN CHANNEL SLUICE GATE PE-OCG-17-7-7-O3-C-2-D-3-X Size : 1500 (width ) x 2000 ( height) mm Moc : Carbon Steel Epoxy Coated

Specifications for Sluice Gate Tender

1. General Information Name of Equipment: Cast Iron, Rising Spindle, Wall Mounted, Manually Hand Wheel Operated Sluice Gate. Reference Standard: IS: 3042-1965. Design Code: As per IS: 3042-1965. Operating Conditions: Designed for smooth operation under water service conditions up to 50°C. Installation: Vertical Spindle, Wall Mounted

2. Materials Barrier: Carbon Steel Epoxy coated Frame: Carbon Steel Epoxy coated Seal Retainer: Stainless Steel ASTM A240 Type 304 Stem Coupling: SS304 Stem: Stainless Steel ASTM A276 Type 410 Sealing Material: EPDM Rubber ASTM D2000 Stop Nut: Stainless Steel ASTM A276 Type 304 Fasteners & Anchors: SS304 Suitability: Calss 1 (water head upto 6 mtr) Yoke: Mild Steel IS 2062 E250 Gr.A/Br. Handwheel:MSEP

3. Design & Construction Design Standard: As per manufacturer's standard Type of mounting: Embedded in wall Gate movement: Downward opening applications Stem: Rising stem Operation: Manual OPerated

4. Dimensional Specifications All dimensions are in millimeters. Components and Sizes: Hand Wheel: As required Frame: As required Door/Wedge: As required Guide Strip: As required Bolts and Nuts: As required Spindle: As required Door Seating Face: As required Drive Sleeve/Lift Nut: As required Anchor Bolt: As specified in drawing Transit Stop: As specified in drawing

5. Surface Treatment Painting: Carbon Steel Epoxy Coated or as required by E/I

6. Terms and Conditions Delivery and Installation: The supplier is responsible for the design of the same, delivery to the specified site and installation, testing and commissioning as per the provided drawing and as per standard engineering practice.. Inspection and Testing: As per the instructions of the E/I. All components must be tested to ensure smooth operation

Warranty: Minimum one-year post completion warranty on all parts and labor from the date of installation. successful commissioning and acceptance by client

Note All dimensions, materials, and other specifications should be strictly adhered to as provided in the general arrangement drawing attached with the tender document. Any deviations must be clearly highlighted and justified. This specification document should be read in conjunction with the attached drawing [G A DRAWING - IS-3042.pdf](mnt/data/G A DRAWING - IS-3042.pdf) for detailed component sizes and configuration Sqm 7.5

TOTAL Pump+Sluice Gate Work ( Non-Schedule Items)