District Magistrate Tender

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District Magistrate Tender

Works

Civil And Construction

Building Construction

Eprocure

Hooghly, West Bengal

Opening Date17 Jan 2025

Closing Date10 Feb 2025

Tender Amount₹ 11,45,401

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₹ 22,908
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Tender Id
2025_DMHGP_798974_1
Tender No
91-BCWTD/Hug
Tender Authority
District Magistrate View
Purchaser Address
-
Website
http://wbtenders.gov.in

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Tender Notice-14.3 MBTendernotice_1.pdf

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BOQ-1318.0 kBBOQ_1773153.xls

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Document-155.9 kBTender_Detail_2025...Tender_Detail_2025_DMHGP_798974_1.html

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Single Brick Flat Soling …. And Filling Joints with Local Sand , Page no- 14/1, 3rd Corrigendum. B F S Area =76X0.75MX0.75M= 42.75Sq.M. and Main Entry Columns footing B F S Area =2X1.8MX1.8M= 6.48 Sq.M Tie Beam trench =135.73 Mtr-76X0.75Mtr-2X0.9Mtr.=135.73Mtr.-57.0Mtr-1.8mtr=76.93Mtr.. 76.93MtrX0.25Mtr=19.232 Sq.M. Therefore Total B F S Area= 68.382 Sq.M.

Quantity68.38

Rate357

Amount 24412.37

Cement Concrete with graded kJhama Khoa 30 MM Size Excluding Shuttering in Ground Floor and Foundation a ) 1:3:6 Proportion below footing . Page No-23/1-1A 3rd Corrigendum . Jhama Khoa Concrete Volume=120X0.75MX0.75MX0.10M=6.75 Cu.M. and Main Entry Columns footing Jhama Khoa Cement Concrete Volume=2X1.8MX1.8MX0.10M=0.972Cu.M Tie Beam trench =135.73 Mtr-76X0.75Mtr-2X0.9Mtr.=135.73Mtr.-57.0Mtr-1.8mtr=76.93Mtr.. 76.93MtrX0.25MtrX0.10Mtr.=1.923 Cu.M.

Quantity9.65

Rate4778

Amount 46083.81

Ordinary Cement Concrete ( mix 1:1.5:3) with Graded stone chipps ( 200 MM nominal Size ) excluding shuttering and reinforcement , if any , in Ground Floor as per relevant IS Codes , footing for RCC Column , Tie Bveams , ( 250MM X 300M M) Cfoping , Page 24/4( i ) , 3rd Corrigendum) . Columns=76X2.625Mtr.X0.25MtrX0.25Mtr=12.468Cu.M. Column Pedestals=76X0.75MtrX0.75MtrX0.30M=12.825Cu.M. Column Pedestal Sloping Portion= ( 0.75MtrX0.75Mtr+0.25MtrX0.25Mtr)+2X0.1Mtr=(0.562+0.062)/2X0.1M t=0.031Cu.M. Tie Beams’ Concrete length=2X(40+30) Mtr-76X0.25Mtr=140Mtr-19Mtr=121Mtr. Tie Beam Concrete Volume=121MtrX0.25MtrX0.25Mtr=7.562Cu.M. Coping Beam=121MtrX0.25MtrX0.125Mtr=3.781Cu.M. TOTAL CONCRETE ( 1:1.5:3) VOLUME=36.667Cu.M.

Quantity36.67

Rate5950

Amount 218202.02

Reinforcvement for Reinforced Concrete Works in all sorts of Structurews including distribution bars , Stirrups, Binders etc. Initial straightening and removal of Loose rust , if necessary ) , Cutting to resitite length , hooking and bending to correct shape , placing in proper position and binding with 16 gauge black annealed wire at every intersection , pomplete as per drawing and direction for woirk in foundation , basement and upoto roof of ground floor by up to 4 M, Tor Steel, Page No-43/40(ii) 10th Corrigendum. Providing TOR STEEL-Fe-550( I.S.I Marked) @ 1.2 % of Concrete Volume=1.2%X36.667Cu.MX7850K.G./Cu.M.=3454.03 K.G.=3.45403M.T.

Quantity3.45

Rate60003

Amount 207252.16

Hire and Labour Charges for Shuttering and Centering and necessary stagging up to 4 M using stout Props and thick hard wood planks of approved thickness with required bracing for concrete slabs , Beams and Coluumns and lintels , Culvert or Curved or Straight including fitting fixing and Striking out after completion of work ( up to Roof of Ground Floor 0 a) 25 mm to 30 mkm Thick wooden Shuttering as per decision of E-in-C. . Page No-42/36(a) . Column Footings 76X2X(0.75Mtr+0.75Mtr)X0.30Mtr=68.40 Sq.M. Columns=76X2X(0.25Mtr+0.25Mtr)X2.625Mtr=199.50 Sq.M. Tie Beam Length=121Mtrx0.25MtrX2 ( Both Sides)=60.50 Sq.M. Coping Beams=121X0.125MtrX2 ( Both Sides)=30.25 Sq. M. TOTAL AREA OF SHUTTERING=358.65 Sq.M.

Quantity358.65

Rate334

Amount 119789.1

125 MM thick Brick Work with 1st Cklass Bricks in Cement mortar 1:4 in Ground Floor . Page No-16/16 3rd Corrigendum CLEAR LENGTH OF TIE BEAM ( as the Brick Work is over the Tie Beams) 121.0 MtrX1.675Mtr=202.675Sq.M.

Quantity202.68

Rate722

Amount 146331.35

M.S or W.I Omanmental grill of approved design joints continuouskly welded with M.S W.I Flats and bars of windows, ralling etc. fitted and fixed with necessary screws and Lungs in Grtound Floor , Grill weighing above 16 KG Per sq. M and Above. Page No- 104/13 , 3rd Corrigendum. 4.2 MtrX1.8Mtr=7.56 Sq.M.X 16 K.G.=120.96 K.G.=3.024 Qntle

Quantity3.02

Rate9696

Amount 29320.7

Plaster ( To wall, floor, Ceiling etc. ) with sand and cement mortar including rounding off or chamferring cormners as directed and racking out joints including throating , nosing and drip course , scaffolding , stagging where necessary ( ground Floor) Page -164/2 3rd Corrigendum 135.73 MtrX1.80MtrX2=488.628 Sq.M. Top of Coping Beam=135.73MtrX0.25Mtr=33.932sq.M. TOTAL=522.56 Sq.M.

Quantity522.56

Rate144

Amount 75248.64

Neat Cement Punning about 1.5 MM thick in wall , dado , window seal , Floor etc. , Note - Cement -0.15 2 Cu. M. Per 100 Sq. M. Page 192/15 2x135.73MtrX0.35Mtr=95.011 sq.M.

Quantity95.01

Rate32

Amount 3040.35

Priming one coat on steel or other Metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. . Page -176/7, Area same as Grill Gate areaX Multiplying Factor=7.56 Sq.M.X1..8=13.608Sq.M.

Quantity13.61

Rate29

Amount 394.63

Painting on Grill gate with best quality synthetic enamel paint of approved make and brand including smoothening surfces by sand papering including using approved putty etc. on the surface if necessary ( b ) on Steel or other metal surfaces with super Gloss ( Hi Gloss ) , Two Coats with any shade except white . Area same as Grill Gate areaX Multiplying Factor=7.56 Sq.M.X1..8=13.608Sq.M.

Quantity13.61

Rate79

Amount 1075.03

Applying exterior grade acrylic primer of approved quality and brand of plaster or concrte surfce old or new surface to receive decorative textured ( mat Finish ) or Smooth finish acrylic exterior emulsion paint including scrapping and preparing the surface Thoroughly , Complete as per manufacturer' s specification as pewr direction of the E-iin- C. , In Ground Floor , One Coatb e, Page -196/7 Area Same as plastered area=522.56 Sq.M.

Quantity522.56

Rate31

Amount 16408.38

Protectyive and Decorative Textureed Exterior High Class Mat Finish Paint of Approved quality , composed special thermoplastic resincontening fine crystalline additive derived from granite as per manufacturer's specificationj and as per direction of the E-in-C to the applyied over acrylic primer as required . The rate includes the cost of Materials labours , scaffolding and all incidental charges but excluding the cost of primer in ground floor, Two Coats Out side, page -173/18 Area Same as plastered area=522.56 Sq.M.

Quantity522.56

Rate101

Amount 52778.56

Providing and fixing Concrete Sign Board as per IRC Specification of Size 900X750X37 MM Thick made with RCC1:1.5:3 with Pakur variety stoione chipps rteinforced with double layer IRC Fabric 75X75MM mesh fixed with necessary nuts and bolts on two Rc precast post 100MM X 150MM height 2.65 M of which top 750mm is of section 100X13mm and 1.5M above GL and 0.75 M below GL including digging hole s , repacking the same with cement concrete 1;3:6 with jhama khoa or with local astomne chips complewte including paintoing two coats on both faces lettering etc . ( The rate in is inclusicvve of cost of reinforcement concrete shuttering , nuts and bolts , washer etc. page No-270, Item No-8.07 of PWD Scvhedule of Roads and Bridges .

Quantity1

Rate2230

Amount 2230

Adding 18% Total GST

Quantity1

Rate172992

Amount 172992.31

Adding Labour welfare cess @ 1%

Quantity1

Rate11340

Amount 11340.61

Earth Work in Excavation of foundation Trenches or drain , in all sorts of soil Including mixed soil but excluding laterite or sand stone 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 rammingf the bottom , bailing out water as required completed Page 1 /1-2 For Footings . Column Footing of Boundary Wall @ 1.8 Mtr C/C , 135.73 Mtr+1.8.+1 No.=76.04Nos , Say 76 Nos. of intermediate Columns of size 750 MMX750MM Footing size and Main Two Entry Gate Columns of 3.6 Mtr Height and Footing Size of 1.8 Mtr X1.8Mtr. and total Centre Line Length of the Boundary Wall is 135.73 Mtr. Earth Cutting Volume=76X0.75MX0.75MX1.5M=64.125Cu.M. and Main Entry Columns footing Earth Cutting Volume=2X1.8MX1.8MX1.5M=9.72Cu.M Tie Beam trench =135.73 Mtr-76X0.75Mtr-2X0.9Mtr.=Mtr.-76.93Mtr.. 76.93MtrX0.25MtrX0.25MMtr.=4.808 Cu.M. Therefore Total Earth Cutting Volume=78.653 Cu.M.

78.65Cu.M1199380.94

Earth Work in filling in Foundation Trenches or Plinth with Good earth in Layers not exceeding 1050 mm including watering and ramming etc. layer by layer complete . Payment to be made on the basis of measurement of finished quantity ofwork Page -1/1-3 . Earth Refilling =1/5th of the excavated earth=78.653Cu.M./5=15.73 Cu. M.

15.73Cu.M.781235.43

Filling in foundation or plinth by silver sand in layers not exceeding 150mm as directed and consolidating the same by thorough saturation with water , Ramming Complete including the Cost of supply of Silver sand . Payment to be made on measurement of finished quantity of work . by Fine sand. Below Footing Sand Filling Volume=76X0.75MX0.75MX0.15M=6.412 Cu.M. and Main Entry Columns footing Sand Filling Volume=2X1.8MX1.8MX0.15M=0.972Cu.M Tie Beam trench =135.73 Mtr-76X0.75Mtr-2X0.9Mtr.=135.73Mtr.-57.0Mtr-1.8mtr=Mtr.. 76.93MtrX0.25MtrX0.15Mtr.=2.884 Cu.M. Therefore Total Sand Filling Volume= 10.268Cu.M.

10.27Cu.M.7677884.9

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