BRPNNL/PT1/C001/NIT-1386

Technical Bid Sheet

Tender No. BRPNNL/PT1/C001/ 1386 Date: 05/09/2026

Name of Work Repair and Rehabilitation Work of Expansion Joint, Wearing Course, Profile Correction etc. of Chiraiyatand Flyover and Kankarbagh Flyover under in the district of Patna, Bihar.

Name of Circle Works Circle-01 Period of Bid Validity 180 days Name of Division Works Division, Patna-1

Estimated Cost (Rs. in Lakh) 910.12 Cost of Bid Document (in Rs) 10000 EMD Amount (Rs in Lakh) 18.2

Time of Completion of work 12 Months Sale of Bid Document 23.09.2026 to 03.10.2026 (15:00 Hrs.) Date of submission of bid 03.10.2026 (15:00 Hrs.)

All Coloured cells to be filled by bidder ( leave no field blank & write N/A if not applicable)

1 (i) Name and Address of the Bidder

(ii) Contact No. and E-mail ID of the Bidder

(iii) Legal Status of Bidder.

(iv) Place of Registration (of Firm/ Company)

(v) Power of attorney of signatory Bid

2 Name of the Organisation/ Department/ Goverment with whom registered Department

Registration No.

Date of Validity

3 Requirement of Documents (Mandatory)

Bid Security EMD in form of Online Payment or Bank Guarantee Amount To be entered in Rupees NIT T&C Para 2(i)

4 Income Tax PAN/TAN NIT T&C Para 3(i)

5 GST NIT T&C Para 3(i)

6 Last 5 financial years Audited and signed with UDI No. by C.A. Annual Turn Over (not less than 50% of tendered value in any one year during last 5 years). The turn over will be indexed at the rate of 8% for a year. 2021-22 NIT T&C Para 3(ii)

7 Details of Key Personal (if any) NIT T & C Para 5 (iii)

8 Satisfactorily completed as a prime contractor (or as a nominated subcontractor, where the subcontract involved execution of all main items of work described in the bid document, provided further that all other qualification criteria aer satisfied) at least one similar work of value not less than 50% (Fifty Percent) of estimated value of contract during the last five years NIT T&C Para 3(ix)

Items Required Quantity

(i) Bituminous Concrete 460 Cum

(ii) Expansion Joint Installation 180 RM

(iii) Bearing Installation 13 Mtr.

9 Bid Capacity (AxNx3)-B Where A = Maximum value of civil engineering work executed in any one year of last five(5) years, N = No. of years prescribed for completion of work, B = value of exsiting commitments.

10 Registration with Employee Provident Fund and ESIC NIT T&C Para 5(i)

11 Availability of key items of Contractor's Equipment NIT T&C Para 5(ii)

Type of Equipment/Maximum age No. Required \ Item Max. Age in years

Ownership of all necessary equipment for construction and testing of materials. as per site requirement

13 (a) Existing commitments and ongoing works Amount To be entered (Rs in Lakhs) NIT T&C Para 3(v)

(b) Work for which Bid already submitted Amount To be entered (Rs in Lakhs) NIT T&C Para 3(v)

14 Financial Resource/ Liquid Assest 10% of Estimated Cost NIT T&C Para 3(iv)

15 Affidavit for Undertaking that the bidder will be able to invest minimum cash up to 25% of contract value of work, during implementation of work. NIT T&C Para 3(iii)

16 Affidavit for Debar , Rescind and Blacklisted NIT T&C Para 3(ix)

17 Affidavit for True and False NIT T&C Para 3(xi)

18 Character Certificate

NIT No.-1386 Date : 05.09.2026

Repair and Rehabilitation Work of Expansion Joint, Wearing Course, Profile Correction etc. of Chiraiyatand Flyover and Kankarbagh Flyover under in the district of Patna, Bihar.

Estimated Cost (Rs. in Lakh) - Rs 910.12 EMD Amount (Rs in Lakh) - Rs- 18.20

Address of Bidder 91.012

Contact No & Email Id

SL NO. SOR RCD 2025 ITEM OF WORK UNIT QUANTITY RATE AMOUNT (IN RS.)

1 2.05 (IA) Dismantling of Existing Flexible Pavement and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable cum , ,18,40.00 ₹ 0.00

2 5.02 (i) Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Specification Clause 503 of MORTH Sqm. , 3,65,60.00 ₹ 0.00

3 5.05 (i) Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects cum , ,18,40.00 ₹ 0.00

4 8.04(A) Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. The sign shall be maintained as per section 12 of IRC 67.The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. The retro reflective sheeting shall be covered under 10 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 10 years, the sheeting shall retain atleast 80% of its original retro-reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance.

x 80 cm x 60 cm rectangular Each , , ,28.00 ₹ 0.00

xii 60 cm x 45 cm rectangular Each , , ,28.00 ₹ 0.00

5 8.05 Direction and Place Identification Signs upto 0.9 sqm Size Board.(Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing).The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. 7 years warranty shall be provided for retro reflection sheeting Type-IV & 10 years warranty shall be provided for retro reflective sheeting Type-XI as per Clause 6.9 of IRC 67:2012. At the end of warranty period, the sheeting shall retain atleast 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance. Sqm. , , ,28.00 ₹ 0.00

6 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) Sqm. , ,19,33.00 ₹ 0.00

7 8.35 (a) Suggestive MoRTH 804.60 Solar Powered Road Marker (Solar Stud) Supplying and fixing of Solar Raised Pavement Markers made of polycarbonate moulded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 13,635 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking in 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhace the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. It shall have super bright LED's so as to provide long visibility from a distance of more than 800 m. Its life shall not be less than 3 years. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer. Nos. , ,14,31.00 ₹ 0.00

8 - Cleaning of all Strip Seal/Modular expansion Joints complete as per site condition, specification and direction of Engineer I/C at site. RM 902.650 ₹ 0.00

9 Supply and fitting of only rubber seal or sealant of strip seal expansion joint/modular strip seal expansion joint of bridges( incl of all taxes and carriage to site except GT) RM 902.650 ₹ 0.00

10 - Dismantling of all damaged expansion Joints complete as per drawings, standard Specifications and direction of Engineer I/c at site. RM 632.350 ₹ 0.00

11 14.09 Drainage Spouts complete as per drawing and Technical specification Nos. 298.000 ₹ 0.00

12 14.21 Providing and laying of Strip Seal expansion Joints catering to maximum horizontal movement p to 70mm, complete as per drawings and standard Specifications to be installed by the manufacture/Supplier or their authorised representative ensuring complete to the manufacturers instructions for installation. Clause No. 2607. RM , , 6,32.35 ₹ 0.00

13 14.22 Modular Strip / Box Seal Joint Providing and laying of a modular strip Box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. RM , , ,88.40 ₹ 0.00

14 14.24 Painting with synthetic enamel paint bridge No. and span arrangements Painting two coat after filling the surface with synthetic enamel paint bridge No. and span arrangements as per direction by Enginner . Sqm. , ,75,32.00 ₹ 0.00

15 - Cleaning of Drainage Spout complete as per drawings, standard Specifications and direction of Engineer I/c at site. Each , , 2,98.00 ₹ 0.00

16 - Repair of damaged concrete due to spalling, honey combing, scaling, leaching and exposed reinforcement by Epoxy cement mortar as per MoRTH Technical specification section 2800 along with bonding coat between new & old concrete. Sqm. 100.000 ₹ 0.00

17 - Providing Fresh Painting work in Fly-over (Sub-structure and Superstructure) along with cleaning of Pear Head and Bearings all Complete work as per MoRTH specification and Direction of Engineer I/C. Sqm. 54600 ₹ 0.00

18 17.03 Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical Specification(LS) sqm , , 5,00.00 ₹ 0.00

19 17.04 Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy No , ,10,00.00 ₹ 0.00

20 17.07 Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. KG , , 5,00.00 ₹ 0.00

21 17.16 Rectification of Bearings as per Technical Specifications Nos , , ,50.00 ₹ 0.00

22 Reapair of Distress in Pier column by removal of loosed concrete after chipping cleaning of rusted reinforcement and then provide 100mm thick Jacketing of High strength Micro concrete all around the damaged pier column,,Pier cap,Pile cap with High strength micro concrete combined with supplymentry longitudinal and transverse steel rebar (calculated seperately). cum , , ,22.63 ₹ 0.00

23 Providing and fixing in position uncoated 16mm dia. Reinforcement Mesh at 150mm. Interval all around with Fe-500 grade TMT Bars in repair of damaged Pier Column..etc MT , , , 5.15 ₹ 0.00

GRAND TOTAL ₹ 0.00

ABSTRACT OF COST FOR FIRE FIGHTING

CONSTRUCTION OF PROPOSED BRPNNL - PATNA- 1 - BUILDING ( G+2 ) IN THE CAMPUS OF BRPNNL , PATNA

S. NO. Ref Item of Work Quantity Unit Rate (Rs.) Amount (Rs.)

BCD 2022 SCHDULED ITEMS (FIRE FIGHTING WORK

1 4.1 Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump)d) Suitable cement concrete foundation duly plastered and with anti vibration pads.900 lpm at 35 m Head 1 Nos 100010.00 100010.00

2 5.1 Fabrication, supply, Insallation testing & commissioning of Electrical control panel of cubical construction, floor mounted type, fabricated out of 2mm thick CRCA sheet, compartmentalised with hinged lockable doors, dust and vermin proof, powder coated of approved shade after 7 tank treatment process, cable alley, interconnection with suitable size copper conductor cable/solid copper strip, having switchgears and accessories, mountings and internal wiring, earth terminals, numbering etc. complete in all respect, suitable for main fire pump, pressurisation pump & diesel pump set complete as per CPWD specification with following in coming and Outgoings, suitable for operation on 415V, 3 phase, 50Hz Ac Supply with enclosure protection class IP 42 as requiredElectricalControl Panel for Terrace PumpJockey Pump 63 A, 50kA TPN MCCB, Ics=100% Icu, with suitable HP fully automatic Star/Delta starter with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation. 1 Nos 248187 248187.00

3 7 Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS:1239 including Welding, fittings like elbows, tees, flanges,tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :

i 7.1 25 mm dia(Tata/Jindal/Nezon) 70 Mtr 359 25130.00

ii 7.3 40 mm dia(Tata/Jindal/Nezon) 50 Mtr 509 25450.00

iii 7.4 50 mm dia(Tata/Jindal/Nezon) 40 Mtr 646 25840.00

iv 7.5 65 mm dia(Tata/Jindal/Nezon) 30 Mtr 832 24960.00

v 7.6 80 mm dia(Tata/Jindal/Nezon) 18 Mtr 951 17118.00

vi 7.7 100 mm dia(Tata/Jindal/Nezon) 30 Mtr 1445 43350.00

4 10.2 Supplying and fixing Single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, conforming to IS 5290 (type A) with blank Gunmetal/ Stainless Steel cap and chain as requiredHydrant ValveSingle headed Stainless steel 2 Nos 5722 11444.00

5 11 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :

i 11.4 Butterfly Valve80 mm dia 2 Nos 4588 9176.00

ii 11.5 Butterfly Valve100 mm dia 4 Nos 6056 24224.00

6 14 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required

i 14.4 Non Return Valve80 mm dia 2 Nos 7287 14574.00

ii 14.5 Non Return Valve100 mm dia 4 Nos 10478 41912.00

7 15 Providing, installation, testing and commissioning of stainless steel Ystrainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange.

15.2 Y Strainer 100 mm 1 Nos 6048 6048.00

8 16 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required

16.2 RRL Hose Pipe with SS male female Coupling 15 mtrs(Safe fire) 4 Nos 4445 17780.00

9 17 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metalvalve & M.S. Pipe and socket."

17.1 First Aid Hose Reel 20mm high pressure pipe 30 mts long including shutfnozel 15 mm bore(Safe fire) 2 Nos 7920 15840.00

10 18 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required

18.2 Stainless steel (Grade 304) 4 Nos 1631 6524.00

11 19 Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904 as required

19.1 Two Way-100 mm dia(Safe fire) 1 Nos 6331 6331.00

12 20 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required. 1 Nos 17707 17707.00

13 21 Providing, fixing, testing & commissioning of 15mm dia quartzoid bulb type sprinklers of rating 68 degree centigrade with required accessories

21.1 Pendent type Sprinkler (TYCO / HD) UL Listed 18 Nos 408 7344.00

14 22 Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required 1 Nos 1442 1442.00

15 25 Supplying, installation, testing & commissioning of sprinkler flexible pipe (UL Listed) of stainless steel complete with 15 NPT on reducer thread with maximum working pressure of 175 PSI test pressure of 875 PSI (Burst) with branch line (Inlet) 25mm NPT male thread to sprinkler head (Outlet) 15mm NPT female thread with reducer, nipple, 2 side brackets,center bracket, stockbar of following sizes complete as required

25.2 25mm Flexible with all fittings.1000 mm (UL Listed) 18 Nos 1475 26550.00

16 29 Providing, installation, testing & commissioning of adjustable rosette plate for 15mm dia in white finish UL Listed or FM approved complete as required. 18 Nos 167 3006.00

TOTAL (A) 719947.00

17 M.R Pressure Gauge 14 kg 4 Nos 2000 8000.00

18 M.R Hose Box 600 X 600 X 250 Single Dore 3 Nos 2200 6600.00

19 M.R Ball valve 25 mm dia 3 Nos 950 2850.00

20 M.R Ball valve 3/8 dia 4 Nos 950 3800.00

21 M.R Air Release Valve 2 Nos 1700 3400.00

22 M.R ABC Powder Type Fire Extinguisher- 6 KG (Safe fire / Fire Tips) 12 Nos 7500 90000.00

23 M.R CO2 (Gas)- 4.5 KG(Safe fire / Fire Tips) 6 Nos 1200 7200.00

24 M.R 2core 1.5 sqm. Copper Cable Wire with allnecessary fittings. 200 Mtr 150.00 30000.00

TOTAL (MARKET ITEMS) 151850.00

GST 18% @TOTAL (MARKET ITEMS)) 27333.00

CONTRACTOR PROFIT @ 15% OF MARKET ITEMS 22778.00

TOTAL (B) 201961.00

GRAND TOTAL(A+B) 0.00

Detailed Estimates for

SEPTIC TANK FOR PROPOSED RESIDENTIAL BUILDING ( 3 BHK ) FOR TEACHING STAFF PATNA UNIVERSITY , BIHAR

SOR BCD-Ref.2022 Item of Works Nos Length Width Height Quantity Unit Rate Amount

2.8.1 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.All Kinds of soil

Excavation work For Foundation (150 mm both side actual size of foundation)

Septic tank 1 4.800 2.900 2.700 37.584 cum

Inlet & Outlet 2 1.500 1.000 0.800 2.400 cum

Total 39.984 cum

2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Septic tank 1 1.000 2.900 0.150 0.435 cum

Septic tank 1 1.800 2.900 0.237 1.237 cum

Septic tank 1 1.750 2.900 0.150 0.761 cum

Inlet & Outlet 2 1.500 1.000 0.150 0.450 cum

Total (B) : 2.883 cum

Total Qty (A+B) : 2.883 cum 287.30 828.00

11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes,royalty, all complete as per building specifications and direction of E/I

Septic tank 1 1.000 2.900 2.900 sqm

Septic tank 1 1.800 2.900 5.220 sqm

Septic tank 1 1.750 2.900 5.075 sqm

Inlet & Outlet 2 1.500 1.000 3.000 sqm

Total 16.195 sqm

CEMENT CONRETE WORK & REINFORCED CEMENT CONCRETE WORK

4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size)

Septic tank 1 1.000 2.900 0.100 0.290 cum

Septic tank 1 1.800 2.900 0.100 0.522 cum

Septic tank 1 1.750 2.900 0.100 0.507 cum

Inlet & Outlet 2 1.500 1.000 0.100 0.300 cum

Total 1.620 cum

5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work up to plinth level.

5.1.1 1:1:2(1 cement: 1 coarse sand:2 graded stone aggregate 20 mm nominal size)

SEPTIC TANK COL 4.00 0.250 0.250 2.500 0.625 cum

SEPTIC TANK BASE 1.00 1.000 2.900 0.150 0.435 cum

Total 5.092 cum

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

RCC Work kg/cum Vol cum KG 16 MM 12 MM 8MM

10MM 20MM 25 mm

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

5.9.3 Centring and shuttering including strutting, propping etc. and removal of form for. Suspended floors, roofs, landings, balconies and access platform.

Septic Tank Slab 1.00 4.500 2.600 11.700 sqm

5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts

SEPTIC TANK COL 4.00 1.000 2.500 10.000 sqm

Total 15.150 sqm

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

6.1.14A Cement mortar 1 :6 (1 cement: 6 coarse sand )

Brick Work Upto Plinth lvl.

Total 31.211 sqm

13.13.4 1:6(1 cement :6 coarse sand)

septic tank 2 4.000 2.100 16.800 sqm

Total 28.050 sqm

13.26 Neat cement punning

Total 28.050 sqm

Calculation for material Statement

Item Qty Unit cement S Chips Sand Brick L.Sand

MT cum cum nos cum

Local sand filling 2.883 cum 2.88

Brick Flat Soling 16.195 sqm 522.0 0.24

Stone/Tile Floor 0.000 sqm 0.000 0.000

20 mm plaster 1:4 28.050 sqm 4.208 0.561

12 mm plaster 1:4 0.000 sqm 0.000 0.000

6 mm plaster 1:4 0.000 sqm 0.000 0.000

cement punning 28.050 sqm 0.062 0.000

Carriage of Materials

2 Stone Chips 5.851 cum 2692.18 15751.00

3 Coarse Sand 5.574 cum 1465.92 8170.00

4 Local Sand (2P+1K) 3.127 cum 310.47 971.00

Total 204,132.85

Multiplying factor 1.0536 for 18% GST (instead of 12% GST as per BCD Analysis 2022) Sub Total (A) 215,074.37

Add seigniorage Charge

1 Earth for making Bricks 4377.000 Nos 5.55 24,270.00

2 Stone Chips 20 mm 4.344 cum 595.36 2,586.00

3 Stone Chips 10 mm 1.426 cum 657.91 938.00

4 Coarse Sand 5.574 cum 175.80 980.00

5 Local Sand 3.127 cum 141.85 444.00

Total (Y) 29,218.00

Seigniorage Charge 10% of cost of minor mining materials of Total (X) 2,922.00

Total (B) 2,922.00

SUB Total(A+B) : 217996.00