Repair, Painting Of Permanent Structures Of Rain Shelter (Lulha Shivlok, Suiya, Chihutjor), Wayside Amenities (Jalebia & Suiya), Cafeteria (Chihutjor) For Shravani Mela -2026.

Bihar State Tourism Development Corporation

Name of Work Repair, Painting of Permanent Structures of Rain Shelter (Lulha Shivlok, Suiya, Chihutjor), Wayside Amenities (Jalebia & Suiya), Cafeteria (Chihutjor) for Shravani Mela -2026 Cost of Work as per BOQ `Rs.-5334476.00 Time of Completion 10 Day

Sl No. Items Requirement

Name of the Contractor

Address of the Contractor

1 Earnest Money Bid Security Amount - Rs. 107000.00 Bid Security Amount - Rs.

2 The Agency should have executed at least one work of Similar Nature, costing not less than 50% value of the Estimated Cost of the tendered work during last three years.

3 Registration Certificate of any Department / Board / Corporation.

4 I.T.Registration, Clearance & G.S.T. Registration Certificate

5 Vaild Character Certificate issued by District Magistrate / S.P

6 Affidavit for blacklisting and debar.

7 Annual Turnover last Three Years.

8 Details of Tools & Plants including Quality control equipment

9 Experience Certificate

BIHAR STATE TOURISM DEVELOPMENT CORPORATION LIMITED

FINANCIAL BID FORM

TO BE FILLED IN BY BIDDER

Name of Work Repair, Painting of Permanent Structures of Rain Shelter (Lulha Shivlok, Suiya, Chihutjor), Wayside Amenities (Jalebia & Suiya), Cafeteria (Chihutjor) for Shravani Mela -2026

Estimated Cost 5334476.00

a. If a bidder is willing to execute the works, say, at the estimated cost, he/ she must fill in "0" in front of 'in figures' and "ZERO" in front of 'in words' and "AT THE ESTIMATED COST" in front of 'Above or below'.

b. If a bidder is willing to execute the works, say, at 2.45 percent below the estimated cost, he/she must fill in "2.45" in front of 'in figures' and "TWO POINT FOUR FIVE" in front of 'in words' and "BELOW" in front of 'Above or below'.

Sl. No. What to fill in the colour cells Fill in the four colored cells below

1 Name of Contractor

2 Percent above or below the estimated Cost in figures

4 Above or Below

Lakhisarai SH 18

29km 45km 30km 13.00km

21.00km Jamui Banka

Work Site SH 04 Daniyawan-Hilsa-Gaya Road

2 Km 55.00km 86.00km Koilwer

75.00km Patna Bypass 107

Fathua 2km Depot

S.No Material Source Pucca Gravelled Kutcha Total

1 Rail head Buxar 47km 0av km site 0 47km

2 Metal, chips, boulder Pakur via Manihari 470 0av km site 22 492km

3 Bitumen Fatuha 132km 0av km site 0 132km

4 Emulsion Patna 94km 0av km site 0 94km

5 Coarse sand Koilwer 56km 0av km site 1 57km

J.E. P.E. S.P.E.

B.R.P.N.N.L B.R.P.N.N.L B.R.P.N.N.L

Works Division, Ara Works Division, Ara Works Division, Ara

Dy. Chief Engineer

ANALYSIS OF RATE FOR CARRIAGE OF MATERIALS

1.Stone Chips below 50mm from Koderma

Rate Rs 3587.10 Per cum

STONE METAL BELOW 50mm

A Koderma range to Koderma rail head

Lead 4 km graveled 8 km Pucca

B Loading on wagon at rail head by manual means @ 3.5labour / 2.832m3 195.10

C Carriage for 175 km by railway = 185.10

D Fatuha station to work site

Lead 0 km Kutcha 15 km Pucca 0 km gravelled

3587.10 < 1450.36 Hence 1450.36 is admissable

Lead - 7km with 1km Kutcha

Rate Rs 947.00 Per %0 No

3.Coarse Sand from koilwar

Rate Rs 2806.30 Per cum

Rate Rs 366.62 Per cum

5. Cement and steel from patna

Rate Rs 602.00 Per mt

6.Stone metal/boulder from Pakur

Rate Rs 19859.10 Per cum

Boulder from Pakur

A Pakur range pakur to Pakur rail head

Lead 4 km graveled 8 km Pucca

B Loading on wagon at rail head by manual means @ 3.5labour / 2.832m3 195.10

C Carriage for 372 km by railway = 425.30

D Fatuha station to work site

Lead 0 km Kutcha 15 km Pucca 0 km Gravelled

19859.10 > 2782.15 Hence 2782.15 is admissable

7.Bitumen from Fatuha

For Gross Weight add 6% = 1.06 X 6402

Rate Rs 2095.94 Per mt

8.Emulsion from Patna

For Gross Weight add 6% = 1.06 X 6402

Rate Rs 6786.12 Per mt

A Loading on wagon at rail head by manual means @ 3.5labour / 2.832m3 402.00

B Carriage for 498.00km by railway = = 715.00

Add 7% for busy season charge = 50.05

Add 5.75% for development charge = 41.11

Add OTC + DTC =

C station to work site =

Lead 0 km Kutcha 470 km Pucca 22 km Gravelled

Hence 6786.12 is admissable

Lead - 2KM including 1km unsurfaced

Rate Rs 373.77 Per m3

10.RCC Pipe-1200mm Dia

Rate Rs 2200.43 Per m

10.RCC Pipe-1000mm Dia

Rate Rs 2115.10 Per m

Abstract for the Construction of Pathway near Bari Patan Devi Temple, Patna

S No. ITEM AMOUNT

1 CIVIL COST ₹ 3,346,446.00

2 CARRIAGE #REF! #REF!

Detailed Estimate fot the Construction of Pathway near Bari Patan Devi Tample, Patna

Sn. Item No. Item Of Work Description Length L/Dia Breadth B Height H/ Depth No. Quantity Unit Rate (Rs.) Amount (Rs.)

1 11.29.1 40 mm thick rough chisel dressed stone flooring over 20 mm (average) thick base including pointing with C.M 1:2 (1 cement :2 stone dust) with an admixture of pigment to match the shade of the stone with base 1:1:1 (1 lime : 1surkhi : coarse sand or 1:5 (1 cement : 5 coarse sand) Red Sand Stone 2400 1 2400.00 Sqm.

2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 2400 0.75 0.1 180.00 Cum.

3 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. 2400 1 2400.00 Sqm.

MATERIAL STATEMENT SAND (cum) CEMENT (MT) BRICK (nos.) STONE CHIPS (cum) LOCAL SAND (cum) #REF!

Stone Flooring 69.60 21.60 2400.00 sqm

Brick Soling 51172.38 31.99 2400.00 sqm

local sand 180.00 180.00 cum.

Carriage Calculation Chart for the Construction of Pathway near Bari Patan Devi Temple, Patna

S No. Type of materials Qty Unit Rate Amount

1 Cement 21.60 MT #REF! #REF!

2 Sand 125.86 cum #REF! #REF!

3 Local Sand 211.99 cum. #REF! #REF!

4 Stone Chips 112.61 cum #REF! #REF!

5 Brick 51.17 Thous. #REF! #REF!

Grand Total #REF!

Grand Total = #REF!

Abstract for the Construction of 4.5m Wide Gate near Bari Patan Devi Temple, Patna

S No. ITEM AMOUNT

1 CIVIL COST ₹ 1,418,591.90

2 CARRIAGE #REF! #REF!

Detailed Estimate for the Construction of 4.5m Wide Gate near Bari Patan Devi Tample, Patna

Sn. Item No. Item Of Work Description Length L/Dia Breadth B Height H/ Depth No. Quantity Unit Rate (Rs.) Amount (Rs.)

Foundation Work

1 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. EXCAVATION

2 20.2.2 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, 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 temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).400 mm dia pile

Sand Filling(At Foundation)

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. SAND FILLING BELOW FOUNDATION

SAND FILLING BELOW PLINTH

Floor 15 0.5 1 7.50 cum.

Flat Brick Soling (At Foundation) FLAT BRICK SOLING BELOW FOUNDATION

4 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.

FLAT BRICK SOLING BELOW PLINTH

Floor 15 1 15.00 Sqm.

PCC (At Foundation)

5 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) P.C.C BELOW FOUNDATION

P.C.C BELOW PLINTH

Floor 15 0.075 1 1.13 cum.

R.C.C WORK BELOW PLINTH LEVEL

6 5.33A.1+5.33B.1 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. All work upto plinth level Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C.

PEDESTAL 1.80 1.40 0.30 2 1.51 Cum.

RCC (COLUMN BELOW PLINTH)

RCC (NGL & PLINTH BEAM)

TOTAL 8.32 Cum.

R.C.C WORK ABOVE PLINTH LEVEL

7 5.33A+5.33A.2.2+5.33B.1 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.All works above plinth level upto floor V level.Beams, planth beams, girders, bressumers, cantilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. Add or deduct for providing richer or leaner mixes respectively at all floor levels.Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. RCC (ROOF BEAM)

TOTAL= 18.12 Cum.

RCC in Column / Stiffner (Above Plinth Level)

8 5.33A+5.33A.2.1+5.33B.1 Providing and laying in position machine batched, machine mixed andmachine 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 Walls columns, pillars, posts cind struts Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. RCC (COLUMN)

UPTO THE PARAPET C1 0.45 0.35 6 1 0.95 Cum.

9 13.13.4 20mm plaster 1:6 (1 cement : 6 coarse sand) EXTERNAL 80 1 160 Sqm.

10 5.3 Add for plaster drip course/groove in plastered surface or moulding to R.C.C. projections. 15.00 1 15.00 m. ₹ 34.20 ₹ 513.00

11 5.14 Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc. including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering but excluding the cost of reinforcement, with 1:1.5:3(1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

12 13.39.2 Extra for plastering done on moulding cornices or architraves including neat finish to line and level: In two coats 40.00 1 40.00 Sqm.

CENTERING & SHUTTERING (FOUNDATION)

10 5.9.1 Centring and shuttering including strutting, proping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete PC1 2.30 1.50 0.8 1 6.08 Sqm.

PEDESTAL 1.80 1.40 0.3 2 3.84 Sqm.

CENTERING & SHUTTERING (COLUMNS)

11 5.9.6 Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts. BELOW PLINTH LEVEL

ABOVE PLINTH LEVEL

UPTO THE PARAPET C1 0.45 0.35 6 1 9.60 Sqm.

CENTERING & SHUTTERING (BEAMS)

12 5.9.5 Centring and shuttering including strutting, proping etc. and removal of form for Lintels, beams, plinth bams, griders, bressumers and cantilevers. NGL BEAM 4.5 0.45 0.45 1 4.455 Sqm.

13 7.37.1.A Stone work ( machine cut edges veneer work) for wall lining upto 10 m height, backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust), including rubbing and polishing complete. (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) Dressing of sand stone in veneer work 22 9.5 1 209.00 Sqm. ₹ 2,563.80 ₹ 535,834.20

14 7.40.1 Providing and fixing dry cladding upto 10 metre heights with 30 mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and / or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-Charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately.) RED SAND STONE GATE 22 1.5 1 33.00 Sqm.

15 13.80 A.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. 210.00 Sqm. ₹ 105.40 ₹ 22,134.00

16 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 210.00 Sqm. ₹ 137.00 ₹ 28,770.00

17 5.22 Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete.

MATERIAL STATEMENT SAND (cum) CEMENT (MT) BRICK (nos.) STONE CHIPS (cum) LOCAL SAND (cum) 3192.58884

Sand Filling 16.38 16.38 cum

Brick Soling 519.40 0.32 24.36 sqm

Carriage Calculation Chart for the Construction of 4.5m Wide Gate near Bari Patan Devi Temple, Patna

S No. Type of materials Qty Unit Rate Amount

1 Cement 23.55 MT #REF! #REF!

2 Sand 41.87 cum #REF! #REF!

3 Local Sand 16.70 cum #REF! #REF!

4 Stone Chips 68.60 cum #REF! #REF!

5 Brick 0.52 Thous. #REF! #REF!

6 Steel 3.19 MT #REF! #REF!

Grand Total #REF!

Grand Total = #REF!

BIHAR STATE TOURISM DEVELOPMENT CORPORATION LIMITED

FINANCIAL BID FORM

TO BE FILLED IN BY BIDDER

Name of Work Repair, Painting of Permanent Structures of Rain Shelter (Lulha Shivlok, Suiya, Chihutjor), Wayside Amenities (Jalebia & Suiya), Cafeteria (Chihutjor) for Shravani Mela -2026

Estimated Cost 5334476.00

a. If a bidder is willing to execute the works, say, at the estimated cost, he/ she must fill in "0" in front of 'in figures' and "ZERO" in front of 'in words' and "AT THE ESTIMATED COST" in front of 'Above or below'.

b. If a bidder is willing to execute the works, say, at 2.45 percent below the estimated cost, he/she must fill in "2.45" in front of 'in figures' and "TWO POINT FOUR FIVE" in front of 'in words' and "BELOW" in front of 'Above or below'.

Sl. No. What to fill in the colour cells Fill in the four colored cells below

1 Name of Contractor

2 Percent above or below the estimated Cost in figures

4 Above or Below

Lakhisarai SH 18

29km 45km 30km 13.00km

21.00km Jamui Banka

Work Site SH 04 Daniyawan-Hilsa-Gaya Road

2 Km 55.00km 86.00km Koilwer

75.00km Patna Bypass 107

Fathua 2km Depot

S.No Material Source Pucca Gravelled Kutcha Total

1 Rail head Buxar 47km 0av km site 0 47km

2 Metal, chips, boulder Pakur via Manihari 470 0av km site 22 492km

3 Bitumen Fatuha 132km 0av km site 0 132km

4 Emulsion Patna 94km 0av km site 0 94km

5 Coarse sand Koilwer 56km 0av km site 1 57km

J.E. P.E. S.P.E.

B.R.P.N.N.L B.R.P.N.N.L B.R.P.N.N.L

Works Division, Ara Works Division, Ara Works Division, Ara

Dy. Chief Engineer

ANALYSIS OF RATE FOR CARRIAGE OF MATERIALS

1.Stone Chips below 50mm from Koderma

Rate Rs 3587.10 Per cum

STONE METAL BELOW 50mm

A Koderma range to Koderma rail head

Lead 4 km graveled 8 km Pucca

B Loading on wagon at rail head by manual means @ 3.5labour / 2.832m3 195.10

C Carriage for 175 km by railway = 185.10

D Fatuha station to work site

Lead 0 km Kutcha 15 km Pucca 0 km gravelled

3587.10 < 1450.36 Hence 1450.36 is admissable

Lead - 7km with 1km Kutcha

Rate Rs 947.00 Per %0 No

3.Coarse Sand from koilwar

Rate Rs 2806.30 Per cum

Rate Rs 366.62 Per cum

5. Cement and steel from patna

Rate Rs 602.00 Per mt

6.Stone metal/boulder from Pakur

Rate Rs 19859.10 Per cum

Boulder from Pakur

A Pakur range pakur to Pakur rail head

Lead 4 km graveled 8 km Pucca

B Loading on wagon at rail head by manual means @ 3.5labour / 2.832m3 195.10

C Carriage for 372 km by railway = 425.30

D Fatuha station to work site

Lead 0 km Kutcha 15 km Pucca 0 km Gravelled

19859.10 > 2782.15 Hence 2782.15 is admissable

7.Bitumen from Fatuha

For Gross Weight add 6% = 1.06 X 6402

Rate Rs 2095.94 Per mt

8.Emulsion from Patna

For Gross Weight add 6% = 1.06 X 6402

Rate Rs 6786.12 Per mt

A Loading on wagon at rail head by manual means @ 3.5labour / 2.832m3 402.00

B Carriage for 498.00km by railway = = 715.00

Add 7% for busy season charge = 50.05

Add 5.75% for development charge = 41.11

Add OTC + DTC =

C station to work site =

Lead 0 km Kutcha 470 km Pucca 22 km Gravelled

Hence 6786.12 is admissable

Lead - 2KM including 1km unsurfaced

Rate Rs 373.77 Per m3

10.RCC Pipe-1200mm Dia

Rate Rs 2200.43 Per m

10.RCC Pipe-1000mm Dia

Rate Rs 2115.10 Per m

Abstract for the Construction of Pathway near Bari Patan Devi Temple, Patna

S No. ITEM AMOUNT

1 CIVIL COST ₹ 3,346,446.00

2 CARRIAGE #REF! #REF!

Detailed Estimate fot the Construction of Pathway near Bari Patan Devi Tample, Patna

Sn. Item No. Item Of Work Description Length L/Dia Breadth B Height H/ Depth No. Quantity Unit Rate (Rs.) Amount (Rs.)

1 11.29.1 40 mm thick rough chisel dressed stone flooring over 20 mm (average) thick base including pointing with C.M 1:2 (1 cement :2 stone dust) with an admixture of pigment to match the shade of the stone with base 1:1:1 (1 lime : 1surkhi : coarse sand or 1:5 (1 cement : 5 coarse sand) Red Sand Stone 2400 1 2400.00 Sqm.

2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 2400 0.75 0.1 180.00 Cum.

3 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. 2400 1 2400.00 Sqm.

MATERIAL STATEMENT SAND (cum) CEMENT (MT) BRICK (nos.) STONE CHIPS (cum) LOCAL SAND (cum) #REF!

Stone Flooring 69.60 21.60 2400.00 sqm

Brick Soling 51172.38 31.99 2400.00 sqm

local sand 180.00 180.00 cum.

Carriage Calculation Chart for the Construction of Pathway near Bari Patan Devi Temple, Patna

S No. Type of materials Qty Unit Rate Amount

1 Cement 21.60 MT #REF! #REF!

2 Sand 125.86 cum #REF! #REF!

3 Local Sand 211.99 cum. #REF! #REF!

4 Stone Chips 112.61 cum #REF! #REF!

5 Brick 51.17 Thous. #REF! #REF!

Grand Total #REF!

Grand Total = #REF!

Abstract for the Construction of 4.5m Wide Gate near Bari Patan Devi Temple, Patna

S No. ITEM AMOUNT

1 CIVIL COST ₹ 1,418,591.90

2 CARRIAGE #REF! #REF!

Detailed Estimate for the Construction of 4.5m Wide Gate near Bari Patan Devi Tample, Patna

Sn. Item No. Item Of Work Description Length L/Dia Breadth B Height H/ Depth No. Quantity Unit Rate (Rs.) Amount (Rs.)

Foundation Work

1 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. EXCAVATION

2 20.2.2 Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, 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 temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).400 mm dia pile

Sand Filling(At Foundation)

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. SAND FILLING BELOW FOUNDATION

SAND FILLING BELOW PLINTH

Floor 15 0.5 1 7.50 cum.

Flat Brick Soling (At Foundation) FLAT BRICK SOLING BELOW FOUNDATION

4 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.

FLAT BRICK SOLING BELOW PLINTH

Floor 15 1 15.00 Sqm.

PCC (At Foundation)

5 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) P.C.C BELOW FOUNDATION

P.C.C BELOW PLINTH

Floor 15 0.075 1 1.13 cum.

R.C.C WORK BELOW PLINTH LEVEL

6 5.33A.1+5.33B.1 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. All work upto plinth level Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C.

PEDESTAL 1.80 1.40 0.30 2 1.51 Cum.

RCC (COLUMN BELOW PLINTH)

RCC (NGL & PLINTH BEAM)

TOTAL 8.32 Cum.

R.C.C WORK ABOVE PLINTH LEVEL

7 5.33A+5.33A.2.2+5.33B.1 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.All works above plinth level upto floor V level.Beams, planth beams, girders, bressumers, cantilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. Add or deduct for providing richer or leaner mixes respectively at all floor levels.Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. RCC (ROOF BEAM)

TOTAL= 18.12 Cum.

RCC in Column / Stiffner (Above Plinth Level)

8 5.33A+5.33A.2.1+5.33B.1 Providing and laying in position machine batched, machine mixed andmachine 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 Walls columns, pillars, posts cind struts Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. RCC (COLUMN)

UPTO THE PARAPET C1 0.45 0.35 6 1 0.95 Cum.

9 13.13.4 20mm plaster 1:6 (1 cement : 6 coarse sand) EXTERNAL 80 1 160 Sqm.

10 5.3 Add for plaster drip course/groove in plastered surface or moulding to R.C.C. projections. 15.00 1 15.00 m. ₹ 34.20 ₹ 513.00

11 5.14 Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in mouldings as in cornices, windows sills etc. including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering, shuttering but excluding the cost of reinforcement, with 1:1.5:3(1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).

12 13.39.2 Extra for plastering done on moulding cornices or architraves including neat finish to line and level: In two coats 40.00 1 40.00 Sqm.

CENTERING & SHUTTERING (FOUNDATION)

10 5.9.1 Centring and shuttering including strutting, proping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete PC1 2.30 1.50 0.8 1 6.08 Sqm.

PEDESTAL 1.80 1.40 0.3 2 3.84 Sqm.

CENTERING & SHUTTERING (COLUMNS)

11 5.9.6 Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts. BELOW PLINTH LEVEL

ABOVE PLINTH LEVEL

UPTO THE PARAPET C1 0.45 0.35 6 1 9.60 Sqm.

CENTERING & SHUTTERING (BEAMS)

12 5.9.5 Centring and shuttering including strutting, proping etc. and removal of form for Lintels, beams, plinth bams, griders, bressumers and cantilevers. NGL BEAM 4.5 0.45 0.45 1 4.455 Sqm.

13 7.37.1.A Stone work ( machine cut edges veneer work) for wall lining upto 10 m height, backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust), including rubbing and polishing complete. (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) Dressing of sand stone in veneer work 22 9.5 1 209.00 Sqm. ₹ 2,563.80 ₹ 535,834.20

14 7.40.1 Providing and fixing dry cladding upto 10 metre heights with 30 mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and / or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-Charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately.) RED SAND STONE GATE 22 1.5 1 33.00 Sqm.

15 13.80 A.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. 210.00 Sqm. ₹ 105.40 ₹ 22,134.00

16 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 210.00 Sqm. ₹ 137.00 ₹ 28,770.00

17 5.22 Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete.

MATERIAL STATEMENT SAND (cum) CEMENT (MT) BRICK (nos.) STONE CHIPS (cum) LOCAL SAND (cum) 3192.58884

Sand Filling 16.38 16.38 cum

Brick Soling 519.40 0.32 24.36 sqm

Carriage Calculation Chart for the Construction of 4.5m Wide Gate near Bari Patan Devi Temple, Patna

S No. Type of materials Qty Unit Rate Amount

1 Cement 23.55 MT #REF! #REF!

2 Sand 41.87 cum #REF! #REF!

3 Local Sand 16.70 cum #REF! #REF!

4 Stone Chips 68.60 cum #REF! #REF!

5 Brick 0.52 Thous. #REF! #REF!

6 Steel 3.19 MT #REF! #REF!

Grand Total #REF!

Grand Total = #REF!