WBZP-BHM-N-79-14

BIDDER INFORMATION FORM v3 BIRBHUM ZILLA PARISHAD

1 Name of the Bidder

2 Bid submitted for (NIT No)

5 BIDDERS DETAILS

(a) Address for communication

(b) Contact No. (Mobile)

(C) e-mail Address

(d) Professional tax registration No.

(e) Professional Tax Clear Upto

(f) GST Registration No.

(g) GST return submitted upto

(i) Income tax return submitted Upto

(j) Trade License (Last valid)

(a) Name of drawee bank

(b) e Proc Ref No.

(d) NEFT/RTGS / Net banking Ref No

(f) Tender Processing fees Ref No.

(g) Tender Processing fees Date

7 Credential for similar nature of work. (To be supported with work order & completion report / Payment Certificate)

(a) Name of Work executed

(c) Name of Department where executed

(d) Amount put to tender

(e) Amount of final Bill

(f) Work order No.

(g) Date of Completion

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Select, At Par, Excess (+), Less (-) IOCL Select Excess (+) Less (-) Excess (+) Less (-)

Tender Inviting Authority: Additional Executive Officer, Birbhum Zilla Parishad, Suri, Birbhum, 731101

Name of Work:Construction of Drain at Bara Tarahat Para from House of Jahid Hossain Saheb via Manir Sekh house and Delu Sekh to Canel Under Bara-I G.P. within Nalhati-II Block (15th C.F.C. 2025-26) (A.C. No. – 119813001)

Contract No: WBZP-BHM-N-79-14

Name of the Bidder/ Bidding Firm / Company :

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

1.01 Construction of Drain at Bara Tarahat Para from House of Jahid Hossain Saheb via Manir Sekh house and Delu Sekh to Canel Under Bara-I G.P. within Nalhati-II Block (15th C.F.C. 2025-26) (A.C. No. – 119813001) BI01010001010000000000000515BI0100001113 Nos Excess(+) Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

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IMPROVEMENT OF ROAD FROM SIURA CANEL PAR TO KANAIPUR MORE (CH. 1330.00M TO CH. 2235.00M) WITHIN NARAYANPUR G.P. UNDER RAMPURHAT-I P.S. UNDER JAP FUND 2018-19 Concrete Road

FOR CONCRETE ROAD Length = 560 Mtr.

Sl no Reference Description of items NO L B D Qty. Unit Quantity Rate (Rs) Amount (Rs.) Width = 3.75 Mtr.

1 Page No-277, Item No.- 10.01 of PWD SOR Vol-III Dressing and chilchilling road flank in/c cutting and filling with earth upto 150mm or thickness finished with outwards cross grade of 1in 30. Dust THICKNESS = 0.1 Mtr.

0.0 x x = CONCRETE THICKNESS = 0.2 Mtr.

Add extra 2% for Bell mouth =

2 Page No-245, Item No.- 4.06 of PWD SOR Vol-III Supplying, spreading and consolidating Stone Dust to a depth of 100 mm and above at desired density and C.B.R. as per Specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification.

Add extra 2% for Bell mouth =

3 Page No-47, Item No.- A(3) of PWD SOR Volume I Supplying and laying Polythene Sheet (150gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation trenches.

Add extra 2% for Bell mouth =

4 Page No-332, Item No.- 18.07(d) of PWD SOR Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. M-30 Grade

Add extra 2% for Bell mouth =

5 Page No-322, Item No.- 18.05(b) of PWD SOR Volume III Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required.

cross @5 m c/c 1 x x =

6 Local Market Rate Supplying and laying thermocol sheet.(20mm thick)

7 PWD SOR Volume III Page-239, Item- 3.14 Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement)

Sub-Assistant Engineer Birbhum Zilla Parishad

Tender Schedule for Construction of Drain at Bara Tarahat Para from House of Jahid Hossain Saheb via Manir Sekh house and Delu Sekh to Canel Under Bara-I G.P. within Nalhati-II Block (15th C.F.C. 2025-26) (A.C. No. – 119813001)

NIT No. : BHM-N-79-2025-26 Sl. No. -14

Sl no Description of items Unit Quantity Rate (Rs) Amount (Rs.)

1 Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. cum 104

2 Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge. cum 621.74

3 Supplying and laying Polythene Sheet (150gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation trenches. Sqm 24

4 Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. M-15 Grade cum 4215.87

5 Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required. Sqm 214

6 Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-inCharge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) Each 2

7 Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control,sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. RCC Grade M25 (i) Height upto 5m I) Using concrete Mixer cum 5661.06

8 Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading,carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. (SAIL/TATA/RINL) MT 56287.25

9 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.(II) By Mechanical Means a) Cement Concrete cum 16.8

Total Total= Rs.

Add 18% for Goods & Service Tax Total= Rs.

Total Total= Rs.

Add 1% for Labour Welfare Cess Total= Rs.

Total Total= Rs.

District Engineer Birbhum Zilla Parishad

FOR CROSS DRAIN (600 X 600) NO OF CROSS DRAIN = 2 No

Sl no Reference Description of items NO L B D Qty. Unit Quantity Rate (Rs) Amount (Rs.) LENGTH OF CROSS DRAIN = 7.5 Mtr

1 Page No-284, Item No.- 12.01(I)(a)(iv) of PWD SOR Volume III Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. a) upto 3 m depth Without pumping out water and shoring

Bed x x 1.7 x 0.8 =

Cutoff x x 0.35 x 0.85 =

2 Page No-47, Item No.- A(3) of PWD SOR Volume I Supplying and laying Polythene Sheet (150gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation trenches.

3 Page No-332, Item No.- 18.07(a) of PWD SOR Volume III Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. M-15 Grade

Cutoff x x x 0.1 =

Cutoff x x 0.25 x 0.75 =

Bed x x x 0.2 =

Abutment x x 0.4 x 0.45 =

4 Page No-322, Item No.- 18.05(b) of PWD SOR Volume III Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required.

Cutoff x 2 x x =

Cutoff x 2 x x =

Cutoff x 2 x x =

Abutment x 1 x x 0.45 =

Abutment x 1 x x 0.49 =

Abutment x 2 x 0.4 x =

5 Page No-286, Item No.- 12.05(B)(I) of PWD SOR Volume III Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. RCC Grade M20

Bearing x x 0.3 x 0.15 =

Deck Slab x x 1.2 x 0.2 =

Railing 2 x x 0.2 x 0.6 =

6 Page No-299, Item No.- 12.21 of PWD SOR Volume III Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.

1.30% of RCC Volume = MT

Sub Assistent Engineer Birbhum Zilla Parishad

Analysis of Rate

Sl. No. Description of Item Unit Quantity Rates (Rs.) Amount (Rs.)

6 Providing close Eucalyptus bullah pilling consisting of 150mm dia (50%) & 100 mm dia (50%) bullah of length 2.40mtr. (1.5m driven & 0.90mtr. Exposed) at 650mm c/c & provided with two horizental half splice 100mm dia bullah runner fixed with nail & bolts etc providing 2.5mtr. long Eucalyptus tiles of 2.00mtr. centre to centre fixed with tie post driven 1.50mtr. below G.L. including cost of all materials & two coat of coating of all ballah etc complete as per direction. (including cost of providing filling & proper laying the cement bag average 0.75m width)

Driven at least 1500mm (For 150mm dia ) & 1500mm (For 100mm dia ) below ground & both are 900mm above ground level

150 mm(50%) & 100mm (50%) dia bullah

Taking out put = 30.00 mtr. Length

Unit = Running Meter

50% 150mm dia bullah 650 mm c/c length 2.40 mtr. = 47 Nos (Ref : PWD SOR Volume III P-334, Item- 18.18(iii)) Mtr. 112.8

50% 100mm dia bullah 650 mm c/c length 2.40 mtr. = 46 Nos (Ref : PWD SOR Volume III P-334, Item- 18.18(i)) Mtr. 110.4

100mm dia bullah

For half split Tie bar @ 2.00mtr. c/c 2.5mtr. Long = (15+1)/2 Nos (Ref : PWD SOR Volume III P-334, Item- 18.18(i)) Mtr. 20

For Tie post @ 2.00 mtr. c/c 1.80mtr. Length = 16Nos (Ref : PWD SOR Volume III P-334, Item- 18.18(i)) Mtr. 28.8

For Runner 2no (Length 30.00mtr.) half splice = 2x30/2 = 30mtr. (Ref : PWD SOR Volume III P-334, Item- 18.18(i)) Mtr. 30

i) Driving main pile 150mm dia (Ref : PWD SOR Volume III P-334, Item- 18.17(iii)) Mtr. 70.5

1.50mtr. Each pile No of Pile 47Nos= 70.50 mtr.

ii) Driven main pile 100mm dia (Ref : PWD SOR Volume III P-334, Item- 18.17(i)) Mtr. 69

iii) Tie Post driving =1.50 x 16 (Ref : PWD SOR Volume III P-334, Item- 18.17(i)) Mtr. 24

iv) Labour for fitting and fixing 10 cm. to 13 cm. diameter Sal-bullah/Eucalyptus-bullah as ties and runners including necessary nails, bolts and nuts. (16x2.5 + 30x2.00) = 100.00mtr. (Ref : PWD SOR Volume III P-338, Item- 18.41) Mtr. 100

v) Coal tarring for Two Coat (Ref : PWD SOR Volume III P-335, Item- 18.27)

Half splice 100mm dia 100 mtr. = 100 x 0.257 = 25.70 Sqm

Total Area= 121.87 Sqm Sqm 121.87

c) Supply empty cement bag in good condition. (Ref : PWD SOR Volume III P-336, Item- 18.28)

30.00 x 0.75 x0.45 = 10.125 Cum Volume of Each Cement Bag= 0.035 Cum No of Bag = 290 bag No 290

d) Labour for Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags. (Ref : PWD SOR Volume III P-336, Item- 18.29) No 290

Cost of 30.00 mtr. Ballah piling Total Rs.

Cost of 1.00 mtr. Ballah Pilling Total Rs.

Sub-Assistant Engineer Birbhum Zilla Parishad

Analysis of Rate

1 Cement Concrete Design Mix M30

Cost of 20mm Nominal Size of 60% of 1 Cum = 0.6 Cum

Cost of 10mm Nominal Size of 40% of 1 Cum = 0.4 Cum

Total cost of 1.0 cum

Cost of 0.90 cum.stone chips at site =

Other cost (Ref: Page No-332, Item No.- 18.07(d)(i) of PWD SOR) 1528

Cost of cement supplyed by contractor (Ref: Page No-211, Table 3.2-1 of PWD SOR Vol-III & Page No-218, Table I-1 of PWD SOR Vol-III) 0.43 x 5717

Total cost of 1.0 cum M30 Conc.

Say Rs. per Cum

2 Cement Concrete Design Mix M15 with 40mm NominalStone aggrigate.

Cost of 20mm Nominal Size of 60% of 1 Cum = 0.6 Cum

Cost of 10mm Nominal Size of 40% of 1 Cum = 0.4 Cum

Total cost of 1.0 cum

Cost of 0.90 cum.stone chips at site =

Other cost (Ref: Page No-332, Item No.- 18.07(a) of PWD SOR) 1406

Cost of cement supplyed by contractor (Ref: Page No-211, Table 3.2-1 of PWD SOR Vol-III & Page No-218, Table I-1 of PWD SOR Vol-III) 0.35 x 5717

Total cost of 1.0 cum M15 Conc.

Say Rs. per Cum

2 Cement Concrete Design Mix M20 with 40mm NominalStone aggrigate.

Cost of 20mm Nominal Size of 60% of 1 Cum = 0.6 Cum

Cost of 10mm Nominal Size of 40% of 1 Cum = 0.4 Cum

Total cost of 1.0 cum

Cost of 0.90 cum.stone chips at site =

Other cost (Ref: Page No-332, Item No.- 18.07(a) of PWD SOR) 1470

Cost of cement supplyed by contractor (Ref: Page No-211, Table 3.2-1 of PWD SOR Vol-III & Page No-218, Table I-1 of PWD SOR Vol-III) 0.4 x 5717

Total cost of 1.0 cum M20 Conc.

Say Rs. per Cum

1 Cement Concrete Design Mix M20 in Open Foundation

Cost of 20mm Nominal Size of 60% of 1 Cum = 0.6 Cum

Cost of 10mm Nominal Size of 40% of 1 Cum = 0.4 Cum

Total cost of 1.0 cum

Cost of 0.90 cum.stone chips at site =

Other cost (Ref: Page No-286, Item No.- 12.05(B)(I) of PWD SOR) 2042

Cost of cement supplyed by contractor (Ref: Page No-211, Table 3.2-1 of PWD SOR Vol-III & Page No-218, Table I-1 of PWD SOR Vol-III) 0.4 x 5717

Total cost of 1.0 cum M20 Conc. In Open Foundation

Say Rs. per Cum

Cost of Fine Sand (Ref : PWD SOR Volume III Page-222, Table II-1, Item No- 3) 358

Cost of 1 Cum Sand / 0.835

Other cost (Ref : PWD SOR Volume III Page-286, Item- 12.04) 193

Total cost of 1.0 cum Sand

4 600mm dia Hume Pipe

Cost of 600 dia NP3 spigot (Ref : PWD SOR Volume III Page-223, Table II-1, Item No- 8(a)) 2258

Rate for laying reinforced cement concrete pipe (Ref : PWD SOR Volume III Page-282, Item- 11.03(F)) 382

Loading & unloading ex/c stacking(600 mm dia) (Ref: Page No-228, Item No.- 1.03(j)(i) of PWD SOR Vol-III)

c) Carriage (Ref: Page No-230, Table No.- 1, Item No.- 7 of PWD SOR Vol-III)

5 Earthwork in excavation from borrow pits (land owned/arranged by the Department)……. with an initial lead up to 50 m and initial lift up to 1.5 m

In ordinary soil (Ref: Page No-237, Item No.- 3.01(i) of PWD SOR Vol-III) 89.9 per m3

6 Compaction of stone Dust

Cost of Stone dust at Quary including carriage

Cost of 1.0 Cum compacted dust factor 0.70

Cost for compaction of dust (Ref: Page No-245, Item No.- 4.06 of PWD SOR Vol-III) 207

Say Rs. per Cum

7 Supplying & laying Thermocol sheet

Rate Per Sqm (Local Market Rate) 60

Add Contractors Profit 10%

Rate Per Sqm (Local Market Rate) /Sqm

9 Cost of Reinforcement.(MS or HYSD)

127 km from Durgapur steel plant To site

Cost of Loading & Unloading (Ref : PWD SOR Volume III Page-227, Item- 1.03) 0.75 96

Cost of Carriage (Ref : PWD SOR Volume III Page-230, Table 1)

(A) Cost for bending, binding,laying etc. (Ref: Page No-299, Item No.- 12.21 of PWD SOR Vol-III) 3175

(B) Cost of Steel (Tor Steelrod/ HYSD Bar/ TMT bars (SAIL / TATA / RINL)) (Ref: Page No-218, Table No- I-1, Item No.- 2 of PWD SOR Vol-III) 1.05 46130

(C ) Cost of Carriage including necessary loading - unloading from nearest Company Outlets /Stack yard/Godown to the site of executio /

(D) Cost for Over Head Charge (B+C) 0.05

(E) Cost for Contractor Profit (B+C+D) 0.1

Total cost of 1.0 MT Reinforcement.at site.=

Sub-Assistant Engineer

Birbhum Zilla Parishad

FOR CROSS DRAIN (900 X 900) NO OF CROSS DRAIN = 2 No

Sl no Reference Description of items NO L B D Qty. Unit Quantity Rate (Rs) Amount (Rs.) LENGTH OF CROSS DRAIN = 7.5 Mtr

1 Page No-284, Item No.- 12.01(I)(a)(iv) of PWD SOR Volume III Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. a) upto 3 m depth Without pumping out water and shoring

Bed x x x 1.05 =

Cutoff x x 0.35 x 0.75 =

2 Page No-47, Item No.- A(3) of PWD SOR Volume I Supplying and laying Polythene Sheet (150gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation trenches.

3 Page No-332, Item No.- 18.07(a) of PWD SOR Volume III Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. M-20 Grade

Cutoff x x x 0.1 =

Cutoff x x 0.25 x 0.75 =

Bed x x x 0.2 =

Abutment x x 0.45 x 0.75 =

4 Page No-322, Item No.- 18.05(b) of PWD SOR Volume III Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required.

Cutoff x 2 x x 0.85 =

Cutoff x 2 x x =

Cutoff x 2 x x =

Abutment x 1 x x 0.75 =

Abutment x 1 x x 0.81 =

Abutment x 2 x 0.45 x =

5 Page No-286, Item No.- 12.05(B)(I) of PWD SOR Volume III Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. RCC Grade M20

Bearing x x 0.3 x 0.15 =

Deck Slab x x 1.5 x 0.2 =

Railing 2 x x 0.2 x 0.6 =

6 Page No-299, Item No.- 12.21 of PWD SOR Volume III Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.

1.30% of RCC Volume = MT

Sub Assistent Engineer Birbhum Zilla Parishad