Notice Inviting e- Tender No. 84/EE(R and B)/NKDA/2025-26 ( Sl No.02)

Select, Excess (+), Less (-) Less (-)

Tender Inviting Authority: Executive Engineer (R&B), New Town Kolkata Development Authority.

Name of Work: “Erection of M.S rail, RCC work repairing & renovation of paver block at the Campus of Bisarjan Ghat, DC Block, Action Area-l under New Town Kolkata Development Authority."

Contract No:- Notice Invite- eTender No. 84/NKDA/EE(R&B)/2025-26 (SL No.02)

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate 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 including all taxes & Cess Rs. 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

0.00;[Re31]0.00 Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. (a) In ground floor including roof. BI01010001010000000000000515BI0100001113 0.000 Cum Excess(+) Full Conversion INR

0.00;[Re1]0.00 M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. I) For structural members of specified sections weighing less than 22.5 Kg./m BI01010001010000000000000515BI0100001115 0.000 MT Excess(+) Full Conversion INR

0.00;[Re2]0.00 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape,placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4m. Tor steel/Mild steel I. SAIL/ TATA/RINL BI01010001010000000000000515BI0100001116 0.000 MT Excess(+) Full Conversion INR

0.00;[Re3]0.00 Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety BI01010001010000000000000515BI0100001117 0.999 Cum Excess(+) Full Conversion INR

0.00;[Re4]0.00 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]. (i) With 1:6 cement mortar, (b) 20 mm thick plaster BI01010001010000000000000515BI0100001118 0.000 Sqm Excess(+) Full Conversion INR

0.00;[Re5]0.00 Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation not exceeding 1,500 mm BI01010001010000000000000515BI0100001119 0.000 %Cum Excess(+) Full Conversion INR

0.00;[Re6]0.00 Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity BI01010001010000000000000515BI0100001120 0.000 Cum Excess(+) Full Conversion INR

0.00;[Re7]0.00 Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. BI01010001010000000000000515BI0100001121 0.000 Sqm Excess(+) Full Conversion INR

0.00;[Re8]0.00 Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety BI01010001010000000000000515BI0100001122 0.000 Cum Excess(+) Full Conversion INR

0.00;[Re9]0.00 Brick work with 1st class bricks in cement mortar (1:6), (a) In foundation and plinth BI01010001010000000000000515BI0100001123 0.000 Cum Excess(+) Full Conversion INR

0.00;[Re10]0.00 Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. (c) 60 mm thick interlocking designer concrete paver block M- 35 grade for light-traffic zone,commercial & office complex,tourist resort as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular /granular sub-base course including cost of sand for sand bed but excluding cost of base ,sub-base course & subgrade preparation.). (ii) Coloured Decorative BI01010001010000000000000515BI0100001124 0.999 Sqm Excess(+) Full Conversion INR

0.00;[Re11]0.00 Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contrr]e) I. (I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment. (A) Deep Colour & White BI01010001010000000000000515BI0100001125 0.999 Sqm Excess(+) Full Conversion INR

0.00;[Re12]0.00 Add@18% GST ( SL No. 1 to 12) (mailto:Add@18% GST ( SL No. 1 to 12) 塹ᴻ䡿ⲯ嶂藄挧ꮥ) BI01010001010000000000000515BI0100001126 0.000 LS Excess(+) Full Conversion INR

0.00;[Re13]0.00 Add@ 1% Cess ( Sl No. 1 to 13)(mailto:Add@%201%25%20Cess%20(%20Sl%20%20No.%201%20to%2013)塹ᴻ䡿ⲯ嶂藄挧ꮥ) BI01010001010000000000000515BI0100001127 0.000 LS Excess(+) Full Conversion INR

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