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Construction Of Check Dam Over Tumuni River Within Durgapur- Faridpur Block In The District Of Paschim Bardhaman For 2020-2021 . , within Durgapur-Faridpur Block-West Bengal

Zilla Parishad-ZP has published Construction Of Check Dam Over Tumuni River Within Durgapur- Faridpur Block In The District Of Paschim Bardhaman For 2020-2021 . . Submission Date for this Tender is 25-01-2021. Check Dam Tenders in within Durgapur-Faridpur Block West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

26623656
Construction Of Check Dam Over Tumuni River Within Durgapur- Faridpur Block In The District Of Paschim Bardhaman For 2020-2021 .
Open Tender
Indian
West Bengal
within Durgapur-Faridpur Block
25-01-2021

Tender Details

Construction Of Check Dam Over Tumuni River Within Durgapur- Faridpur Block In The District Of Paschim Bardhaman For 2020-2021 .

Key Value

Document Fees
INR 5000 /-
EMD
INR 47000.0 /-
Tender Value
Refer document

BOQ Items

Schedule of probable items of work / Construction of Check Dam over Tumuni River within Durgapur- Faridpur Block in the District of Paschim Bardhaman for 2020-2021. Estimate No.: 120/O of 2020-2021 Estimates prepared as per P.W.D Schedule of Rates, effective from 30.08.2018 (Volume- III) with 9th Corrigenda & Addenda And as Per I & W D Schedule of Rates 19.01.2018 with Latest Corrigendum
Sl. No. Item Description Item Code / Make Quantity Units
1 1 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.With pumping out water including shoring as required. BI01010001010000000000000515BI0100001116 160 sqm
2 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.(Compaction factor of dry clean sand is 0.835 ) BI01010001010000000000000515BI0100001117 50 cum
3 3 Providing and laying plain cement concrete work with coarse stone chipsof appropriate nominal size and grading, sand of approved quality and cement, as necessary, including labour, cost and carriage of all materials. PCC-M15 Grade using concrete mixer. BI01010001010000000000000515BI0100001118 105 cum
4 4 Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. BI01010001010000000000000515BI0100001119 150 sqm
5 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, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.\n(a) Where staging is required. BI01010001010000000000000515BI0100001120 200 sqm
6 6 Dewatering by pump from work site as per direction of Engineer-in-Charge (Payment to be made on quantity of water calculated on the basis of initial water level & final water level.) BI01010001010000000000000515BI0100001121 5826 cum
7 7 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, cost for quality control, sampling, testing etc. includingcost of formwork but excluding reinforcement complete as per drawing and technical specifications. RCC Grade M20,Using concrete mixer. BI01010001010000000000000515BI0100001122 70 cum
8 8 Supplying, fitting and placing reinforcement in 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. With Tor steel rod. BI01010001010000000000000515BI0100001123 10 MT
9 9 Turffing with chorkata or durba grass sods 5 cm to 8 cm. thick in slope, crest, berms etc. of canals and drainage channels including fine dressing within a lead of 250 metre and all lifts Including preparation of the watering ramming guarding etc.,complete (sods will have to be arranged by the contractor at his own cost. Payment to be made on grown grass only). BI01010001010000000000000515BI0100001124 600 sq.m
10 10 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete\npipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.600 mm dia BI01010001010000000000000515BI0100001125 7.5 mtr
11 11 Supplying at site & fitting, fixing draw shutter with M.S. plate of design. thickness (10 mm) and other necessary M.S. channels including floor channel guide channeld, top runners with necessary fixtures of required size as per drawing including fitting, fixing of approved quality (Nylon grip) rubber seal (Seal lubricanting) etc. complete inclusive of necessary civil work (including cost of cement, sand, stone chips etc.) (including all carrages to and from) as per drawing and direction of the Engineer - in - Charge900mm dia BI01010001010000000000000515BI0100001126 8.53 Qtl.
12 12 Supplying wheel type gearing arrangement fitted with G.M. bush and thrush bearing at site, fitted with M.S. Pedestal including fiitting, fixing complete as per direction of the E-I-C. BI01010001010000000000000515BI0100001127 3 set
13 13 Supplying new harmonic rubber seal (ordinary type) including supply and carriage of all fixtures to site etc. complete as per direction from E-I-C. BI01010001010000000000000515BI0100001128 12 M
14 14 Supplying gear rod at site of required diameter for lifting/lowering the draw shutter including fitting, fixing complete as per direction of E-I-C 5.0 cm dia BI01010001010000000000000515BI0100001129 4.5 M
15 15 Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer- in - Charge (measurements will be on finished work / in stack after deducting necessary void).)\n(a) Jhama ballast BI01010001010000000000000515BI0100001130 15 cum
16 16 Providing and laying Pitching on slopes laid over prepared filter media including Cement Concrete Blocks dry in front of toe of embankment complete as per drawing and Technical specifications.Cement Concrete Blocks of size 0.3x0.3 x0.3 m\ncast in cement concrete of Grade M15 BI01010001010000000000000515BI0100001131 24.6 cum
17 17 Dumping / laying of Laterite / Stone Boulders 25 kg & above / Shingles / Brick Bats, from stack of worksite with all leads and lifts in water or spreading the same on the slope of the bank of River/Sea or the slope of the embankment or in the River/ Sea bed to an uniform thickness as per direction of the Engineer-in-charge including cost of all accessories and other incidental charges.\nBoulder 25kg & above where boats are necessary. BI01010001010000000000000515BI0100001132 32.4 cum
18 18 Earth work in road embankment of flanks, sloping to currect profile with good quality carried earth including excavation, loading , unloading and staking etc as per specification and direction . Distance carried upto a toal lead of 1.0 km. BI01010001010000000000000515BI0100001133 300.35 cum
19 19 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) . 80 mm x 60 mm rectangular BI01010001010000000000000515BI0100001134 1 Each
20 20 Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). English and Roman BI01010001010000000000000515BI0100001135 2000 per cm per\nletter
21 21 Add GST, as applicable @ 12% BI01010001010000000000000515BI0100001136 1 L.S.
22 22 Add Labour welfare cess @ 1% BI01010001010000000000000515BI0100001137 1 L.S.
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