WBZP-BHM-N-79-07

WBZP-BHM-N-79-07

Construction of Drain from Bara Edgah Para Burial ground to Canel Syphon Under Bara-I G.P. within Nalhati-II Block (15th C.F.C. 2025-26) (A.C. No. - 127361705)

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

FOR CONCRETE ROAD

Page No-277, Item No.- 10.01 of PWD SOR Vol-III

Add extra 2% for Bell mouth

Page No-245, Item No.- 4.06 of PWD SOR Vol-III

Add extra 2% for Bell mouth

Page No-47, Item No.- A(3) of PWD SOR Volume I

Add extra 2% for Bell mouth

Page No-332, Item No.- 18.07(d) of PWD SOR

Add extra 2% for Bell mouth

Page No-322, Item No.- 18.05(b) of PWD SOR Volume III

cross @5 m c/c

Local Market Rate

PWD SOR Volume III Page-239, Item- 3.14

Total= Rs.

Sub-Assistant Engineer Birbhum Zilla Parishad

Tender Schedule for Construction of Drain from Bara Edgah Para Burial ground to Canel Syphon Under Bara-I G.P. within Nalhati-II Block (15th C.F.C. 2025-26) (A.C. No. - 127361705)

NIT No. : BHM-N-79-2025-26 Sl. No. - 07

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.

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.

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

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

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.

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.)

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

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)

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

Total

Add 18% for Goods & Service Tax

Total

Add 1% for Labour Welfare Cess

Total

District Engineer Birbhum Zilla Parishad

FOR CROSS DRAIN (600 X 600)

Page No-284, Item No.- 12.01(I)(a)(iv) of PWD SOR Volume III

Cutoff

Page No-47, Item No.- A(3) of PWD SOR Volume I

Cutoff

Page No-332, Item No.- 18.07(a) of PWD SOR Volume III

Cutoff

Cutoff

Abutment

Page No-322, Item No.- 18.05(b) of PWD SOR Volume III

Cutoff

Cutoff

Cutoff

Abutment

Abutment

Abutment

Page No-286, Item No.- 12.05(B)(I) of PWD SOR Volume III

Bearing

Deck Slab

Railing

Page No-299, Item No.- 12.21 of PWD SOR Volume III

1.30% of RCC Volume

Total= Rs.

Sub Assistent Engineer Birbhum Zilla Parishad

Analysis of Rate

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

a) Material

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))

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))

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))

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

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

b) Labour

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

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))

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

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)

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

150mm dia 112.8 mtr. = 112.8 x 0.47 = 53.02 Sqm

100mm dia 110.4mtr. = 10.4 x 0.31 = 34.22 Sqm

100mm dia 28.8 mtr. = 28.8 x 0.31 = 8.93 Sqm

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

Total Area= 121.87 Sqm

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

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)

Cost of 30.00 mtr. Ballah piling

Cost of 1.00 mtr. Ballah Pilling

Sub-Assistant Engineer Birbhum Zilla Parishad

Analysis of Rate

Cement Concrete Design Mix M30

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

Cost of 10mm Nominal Size of 40% of 1 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)

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)

Total cost of 1.0 cum M30 Conc.

Say Rs.

Cement Concrete Design Mix M15 with 40mm NominalStone aggrigate.

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

Cost of 10mm Nominal Size of 40% of 1 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)

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)

Total cost of 1.0 cum M15 Conc.

Say Rs.

Cement Concrete Design Mix M20 with 40mm NominalStone aggrigate.

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

Cost of 10mm Nominal Size of 40% of 1 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)

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)

Total cost of 1.0 cum M20 Conc.

Say Rs.

Cement Concrete Design Mix M20 in Open Foundation

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

Cost of 10mm Nominal Size of 40% of 1 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)

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)

Total cost of 1.0 cum M20 Conc. In Open Foundation

Say Rs.

Sand Filling

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

Cost of 1 Cum Sand

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

Total cost of 1.0 cum Sand

600mm dia Hume Pipe

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

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

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)

Total=

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)

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)

Total=

Say Rs.

Supplying & laying Thermocol sheet

Rate Per Sqm (Local Market Rate)

Add Contractors Profit 10%

Rate Per Sqm (Local Market Rate)

Cost of Reinforcement.(MS or HYSD)

127 km from Durgapur steel plant To site

Carriage

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

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

Total

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

(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)

(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)

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

Total cost of 1.0 MT Reinforcement.at site.=

Say Rs.

Sub-Assistant Engineer

Birbhum Zilla Parishad

FOR CROSS DRAIN (900 X 900)

Page No-284, Item No.- 12.01(I)(a)(iv) of PWD SOR Volume III

Cutoff

Page No-47, Item No.- A(3) of PWD SOR Volume I

Cutoff

Page No-332, Item No.- 18.07(a) of PWD SOR Volume III

Cutoff

Cutoff

Abutment

Page No-322, Item No.- 18.05(b) of PWD SOR Volume III

Cutoff

Cutoff

Cutoff

Abutment

Abutment

Abutment

Page No-286, Item No.- 12.05(B)(I) of PWD SOR Volume III

Bearing

Deck Slab

Railing

Page No-299, Item No.- 12.21 of PWD SOR Volume III

1.30% of RCC Volume

Total= Rs.

Sub Assistent Engineer Birbhum Zilla Parishad

BIDDER INFORMATION FORM v3 BIRBHUM ZILLA PARISHAD

Name of the Bidder

Bid submitted for (NIT No)

eTender Id

BIDDERS DETAILS

EMD Details

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

* NB- Filled up properly & Upload in .xls format.