Sundarban Development Board has published Construction Of Jaggabati Pole With 4.00 M Span R.C.C. Slab Culvert After Damage Of Old Sanko Due Amphan In G.P.- Debipur, Block- Mathurapur-I Under Bishnupur Sub-Division Of Civil Engineering Division No.-I, Sundarban Development Board, Department Of Sun. Submission Date for this Tender is 17-02-2021. RCC Pole Tenders in MATHURAPUR-I West Bengal. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 06-Feb-2021 | Date Corrigendum | Date | 11-02-2021 |
| 2 | 11-Feb-2021 | Date Corrigendum 2 | Date | 15-02-2021 |
| 3 | 16-Feb-2021 | Date Corrigendum 03 | Date | 17-02-2021 |
| Name of Work: Construction of Jaggabati Pole with 4.00 m Span R.C.C. Slab Culvert after damage of Old Sanko due Amphan in G.P.- Debipur, Block- Mathurapur-I under Bishnupur Sub-Division of Civil Engineering Division No.-I, Sundarban Development Board, Department of Sundarban Affairs. (PLAN) | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 mas per Technical Specifications Clause 202 for Rural Roads of\nMORD.\n(b) Cement mortar\n | BI01010001010000000000000515BI0100001124 | 32 | M3 |
| 2 | 2 | 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 m as per Technical Specifications Clause 202 for Rural Roads of MORD. \n(I) By Manual Means\nb) Cement Concrete | BI01010001010000000000000515BI0100001125 | 4 | M3 |
| 3 | 2.01 | c) Reinforced Cement Concrete | BI01010001010000000000000515BI0100001126 | 6 | M3 |
| 4 | 3 | Box cutting in road embankment in all kinds of soil and spreading the soil uniformely over the flanks and considerating and dressing the subgrade to correct camber and grade. | BI01010001010000000000000515BI0100001127 | 18 | M3 |
| 5 | 4 | Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction.\n(a) single brick flat soling (75 mm thick )\n | BI01010001010000000000000515BI0100001128 | 308 | M2 |
| 6 | 5 | Supplying, dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 cm. diameter. (DIa. to be measured at mid length). | BI01010001010000000000000515BI0100001129 | 2118 | M |
| 7 | 6 | Driving bamboo pins in standing or flowing water including scaffolding and driving appliances.\nA) where boats are necessary | BI01010001010000000000000515BI0100001130 | 1442 | M |
| 8 | 7 | Supplying, fitting and fixing with iron nails half split bamboo wailing pieces (av. dia. of bamboo not less than 5.0 cm.) | BI01010001010000000000000515BI0100001131 | 224 | M |
| 9 | 8 | Supplying empty Cement bags in good condition | BI01010001010000000000000515BI0100001132 | 4800 | %Nos. |
| 10 | 9 | 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 filling materials, (Earth or sand) and gunny bags.\n | BI01010001010000000000000515BI0100001133 | 4800 | %Nos. |
| 11 | 10 | Removing earth / sand filled poly bags / gunny bags from the channel bed / slope and initially depositing the same near channel bank at a place as directed by the Engineer-in-Charge for measurement of Bag & then disposing off the same at a distance not less than 150 metre from the channel site.\n | BI01010001010000000000000515BI0100001134 | 3840 | Each Bag |
| 12 | 11 | Taking out old bamboo pins from piling and stacking the same within 150 metre from the site of work. \n(a) Where boats are not necessary\n | BI01010001010000000000000515BI0100001135 | 1271 | M |
| 13 | 12 | Taking out bamboo wailing pieces after removing iron nails and stacking the same within 150 metre from the site of work.\n(a) Where boats are not necessary\n | BI01010001010000000000000515BI0100001136 | 224 | M |
| 14 | 13 | Earthwork from borrow pits over existing embankment or for repairs to embankment, closing breaches etc. within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25 cm. and rough dressing etc. complete as per profile. | BI01010001010000000000000515BI0100001137 | 410 | M3 |
| 15 | 14 | Earthwork for making emnankment or for repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of,\na) Between 500 metre and 1.00 km\n | BI01010001010000000000000515BI0100001138 | 409 | M3 |
| 16 | 15 | Extra rate over Item Nos.1.01 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. | BI01010001010000000000000515BI0100001139 | 41 | M3 |
| 17 | 16 | Extra rate over Item Nos.1.01 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre.\n | BI01010001010000000000000515BI0100001140 | 41 | M3 |
| 18 | 17 | Earth work in excavation of foundation of tructures as per drawing and technicspecification,including setting out, removing, spreading or stacking of spoils within a lead of trimming the sides of the dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. a) upto 3 m depth | BI01010001010000000000000515BI0100001141 | 202 | M3 |
| 19 | 18 | Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m. | BI01010001010000000000000515BI0100001142 | 67 | M3 |
| 20 | 19 | First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc. including curing, scaffolding, raking out joints etc. complete including cost and carriage of all materials.\n(a) In 1:4 proportion\n | BI01010001010000000000000515BI0100001143 | 96 | M3 |
| 21 | 20 | Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. | BI01010001010000000000000515BI0100001144 | 28 | Each |
| 22 | 21 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]\niiii) with 1:4 cement morter\na) 20mm thick plaster\n | BI01010001010000000000000515BI0100001145 | 89 | M2 |
| 23 | 22 | Neat cement punning about 1.5 mm thick in wall,dado,window sill,floor etc.\n | BI01010001010000000000000515BI0100001146 | 89 | M2 |
| 24 | 23 | Providing and laying nominal mix Cement concrete (with mix proportion 1:1.5:3) / M-20 grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm of Pakur or other approved variety including Screening and cleaning of aggregates, if necessary, both of approved quality and cement, as necessary, compacting by vibrator or other suitable means, cost of curing with water, cost for quality control, sampling, testing etc. and including placing a Separation membrane of impermeable PVC sheet 125 micron thick transparent or white in colour laid flat with minimum creases. Before placing the separation membrane, the sub-base shall be swept clean of all the extraneous materials. Wherever overlap of plastic sheets is necessary, the same shall be at least 300 mm and any damaged sheathing shall be replaced at the Contractor's cost. Including carriage of all materials to site but excluding the cost of staging, shuttering and and reinforcement if any. | BI01010001010000000000000515BI0100001147 | 68 | M3 |
| 25 | 24 | 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. | BI01010001010000000000000515BI0100001148 | 1.587 | MT |
| 26 | 25 | 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\na) where staging is not requied \n | BI01010001010000000000000515BI0100001149 | 87 | M2 |
| 27 | 26 | 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-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) | BI01010001010000000000000515BI0100001150 | 1 | Each |
| 28 | 27 | Add GST @ 12% (CGST+SGST) | BI01010001010000000000000515BI0100001151 | 1.53257e+06 | Percent |
| 29 | 28 | Labour Welfare Cess @ 1% | BI01010001010000000000000515BI0100001152 | 1.71648e+06 | Percent |
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