Tender For Mamata Mancha At Ward No. 29 Under Rajpur - Sonarpur Municipality., rajpur-West Bengal

Tender For Mamata Mancha At Ward No. 29 Under Rajpur - Sonarpur Municipality.- 1 Dismantling All Types Of Plain Cement Concrete Works, Stacking Serviceable Materials At Site And Removing Rubbish As Directed Within A Lead Of 75M. In Ground Floor Including Roof. ( A ) Upto 150 Mm. Thickpg.-10 , It.-2.A 2 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 ( A ) Depth Of Excavation Not Exceeding 1, 500 Mm.Pg.-1 , It.-2.A 3 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth, In Layers Not Exceeding 150 Mm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) ( A ) With Earth Obtained From Excavation Of Foundation.Pg.-45 , It.-5 4 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints With Local Sand.Pg.-14 , It.-1 ( Corri-1 / Dt.-04.06.18 ) 5 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs, Beams And Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) ( A ) 25 Mm To 30 Mm Thick Wooden Shuttering As Per Decision & Direction Of Engineer-In-Charge.Pg.-42 , It.-36.A 6 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 Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundation And Upto Roof Of Ground Floor / Upto 4 M ( I ) Tor Steel / Mild Steeli. Sail / Tata / Rinlpg.-43 , It.-40.A.I.I 7 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 Varietypg.-26 It.-10.I 8 Labour For Chipping Of Concrete Surface Before Taking Up Plastering Work.Pg.-192 It.-1 9 Brick Work With 1St Class Bricks In Cement Mortar ( 1:6 ) ( B ) In Superstructure, Ground Floorpg.-15 It.-8.B 10 125 Mm. Thick Brick Work With 1St Class Bricks In Cement Mortar ( 1:4 ) Inground Floor.Pg.-16 It.-16 11 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 ] ( Ii ) With 1:4 Cement Mortar ( A ) 20 Mm Thick Plasterpg.-189 It.-1 12 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.Pg.-47 It.-3 13 Cement Concrete With Graded Jhama Khoa ( 30 Mm Size ) Excluding Shuttering In Ground Floor And Foundation. ( A ) 1:3:6 Proportionpg.-23 It.-1.A 14 18 Mm. To 22 Mm. Thick, Kota Stone Slab Set In 20 Mm Thick ( Avg ) Cement Mortar ( 1:4 ) In Floor, Stair & Lobby Including Pointing In Cement Slurry With Admixture Of Pigment Matching The Stone Shade, Including Grinding & Polishing As Per Direction Of Engineer - In - Charge To Match With The Existing Work. [ Slurry For Bedding @ 4.4 Kg / Sq.M And Pointing @2.0 Kg / Sq.M ] Pg.-54 It.-17 15 Supplying, Fitting And Fixing Half Round Channel With Or Without Outlet As Required Set In Cement Concrete ( 6:3:1 ) With Jhama Chips Complete. ( Payment Of Concrete Will Be Paid Seperately ) . ( I ) 600 Mm X 100 Mm ( B ) White Vitreous Chinawares & P Works, Pg.-80 It.-8 16 Constructing Inspection Pit Of Inside Measurement 600Mm X 600Mm X Upto 600Mm ( Depth ) With 250 Mm Thick 1St. Class Brick Work In Cement Mortar ( 1:4 ) On All Sides, Bottom Of The Pit Consisting Of 100 Mm Thick Cement Concrete ( 1:3:6 ) With Stone Chips Over A Layer Of Jhama Brick Flat Soling, 15 Mm Thick ( 1:4 ) Cement Plaster To Inside Walls And Out-Side Walls Upto G.L. And 20 Mm.Thick ( 1:4 ) Plaster To Bottom Of The Pit, Providing Necessary Invert With Cement Concrete ( 1:3:6 ) With Stone Chips As Per Direction, Neat Cement Finishing To Entire Internal Surfaces, Top Of The Pit Covered With 100 Mm Thick R.C.C. Slab ( 1:1.5:3 ) With Stone Chips And Necessary Reinforcements Upto 1% And Shuttering Including 6 Mm Thick Cement Plaster ( 1:4 ) In All External Surfaces Of The Slab And One 560 Mm Dia. R.C.C. Manhole Cover Of Approved Make Supplied, Fitted And Fixed In The Slab With Necessary Fittings, Necessary Earthwork In Excavation In All Sorts Of Soil, Filling Sides Of The Pit With Earth And Removing Spoils After Work Complete In All Respect With All Costs Of Labour And Materials.I ) With Pakur Variety. ( Sail / Tata / Rinl ) S & P Works, Pg.-87 It.-1 17 Supply Of Unplasticized Non-Pressure Polyvinyle Chloride ( Pvc-U ) Pipe & Fittings For Use In Underground Drainage & Sewerage System Conforming To Is-15328-2003A..Iii. Single Socketed 3 Meter Length ( Sn8 ) With Rubber Ring Typec. 160 Mms & P Works ( 3Rd Corrigenda & Addenda ) , Pg.-1 It.-1 18 Labour For Fitting And Fixing Unplasticized Non Pressure Poly Chloride ( P.V.C- U ) Pipes For Underground Drainage And Sewerage System ( Is-15328:2003 ) Including Cost Of Jointing Materials Etc. Fitting And Fixing All Necessary Specials, Cutting Pipes, Cutting Holes In Walls Or R.C. Floor Where Necessary And Mending Good All Damages Excluding The Cost Of Masonry Or Concrete Work, If Necessary, But Including The Cost And Fitting And Fixing Holder Bat Clamps ( Any Floor ) Or For Underground Work Including Cutting Trenches Upto 1.5 Metre And Refilling The Same Complete As Per Direction Of The Engineer-In-Charge. ( Payment Will Be Made On Centre Line Measurement Of The Total Pipeline Including Specials. ) Iv. 160 Mms & P Works ( 3Rd Corrigenda & Addenda ) , Pg.-2 It.-2 19 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.Payment To Be Made On The Basis Of Calculated Weight Of Structural Members Only In Finished Work As Per Is Specified Weight. Payment For Gusset, Bracket, Cleat, Rivets, Bolts And Nuts May Be Make By Adding The Actual Weight Of Such Items With The Weight Of Finished Structural Members Or 7% Of Weight For Finished Structural Members Weighing Not Less Than 22.5 Kg. / M. Or 15 % Of Weight For Finished Structal Members Weighing Less Than 22.5 Kg. / M. May Be Increased Allow For Bracket, Cleat, Rivet, Bolts And Nuts Etc. And No Seperate Payment Being Made For These Items, As Per Direction Of Engineer In Charge. The Rates Are Considered For A Height Of Erection 8M. / 2Nd Floor Level From The Ground. Add 1.5% Extra Over The Rate For Each Additional Floor Or 4M. Beyond Initial 8M. Or Part Thereof.Ii ) For Structural Works In Roof Trusses Etc. Using Joists, Channels And Angles Of Specified Section Weighing Less Than 22.5 Kg / Mpg.-99 It.-1 20 Holding Down Bolt With Nut Including 100 X 100 X 6 Mm Plate Washer At Bottom Fitted Complete And Packing The Hole With Cement Concrete Or Cement Grout As Directed. ( I ) 16 Mm Dia Bolt ( B ) 450 Mm Longpg.-102 It.-6 21 Supplying, Fitting & Fixing Zn-Al Alloy ( 55% Al & 45% Zn ) Coating Of 150 Grams Per Sq. Metre ( Followed By Colour Coated On Both Side ) Steel Sheet Work Having Minimum Yield Strength Of 550 Mpa Of Trapizoidal Profile Of Approved Make ( Excluding The Supporting Frame Work ) Fitted And Fixed With55 Mm & 25 Mm Self Tapping Screw, Epdm Washer 16 Mm Dia & 3 Mm Th. Washer Etc. Complete With 150 Mm End Lap And One Corrugation Minimum Side Lap. ( Payment To Be Made On Area Of Finished Work ) .I ) In Roofa ) With 0.5 Mm Thick Sheetpg.-82 It.-14 22 Aluminium Sheet Ridging Fitted With Self Tapping Screws, Epdm Washers Etc Complete. ( Minimum 225Mm End Lapping ) . ( A ) 300 Mm Lapping Each Way ( A ) With 0.71 Mm Sheet Pg.-84 It.-18 23 ( B ) Priming One Coat On Timber Or Plastered Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc.Pg.-200 It.-1 24 ( A ) Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening Surface By Sand Papering Etc. Including Using Of Approved Putty Etc. On The Surface, If Necessary :A ) On Timber Or Plastered Surface :With Super Gloss ( Hi-Gloss ) - ( Iv ) Two Coats ( With Any Shade Except White ) Pg.-200 It.-2 25 ( A ) Priming One Coat On Steel Or Other Metal Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc.Pg.-200 It.-1 26 ( A ) Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening Surface By Sand Papering Etc. Including Using Of Approved Putty Etc. On The Surface, If Necessary : ( B ) On Steel Or Other Metal Surface :With Super Gloss ( Hi-Gloss ) - ( Iv ) Two Coats ( With Any Shade Except White ) Pg.-200 It.-2

Refer document

INR 23946.0 /-

INR 11.97 Lakhs /-

Name of Work: MAMATA MANCHA AT WARD NO. 29 UNDER RAJPUR - SONARPUR MUNICIPALITY.

Sl. No.	Item Description
1	Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. In ground floor including roof. (a) upto 150 mm. thick Pg.-10 , It.-2.a
2	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 (a) Depth of excavation not exceeding 1,500 mm. Pg.-1 , It.-2.a
3	Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. Pg.-45 , It.-5
4	Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. Pg.-14 , It.-1(Corri-1/dt.-04.06.18)
5	Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. Pg.-42 , It.-36.a
6	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 intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL Pg.-43 , It.-40.a.i.I
7	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 Pg.-26 It.-10.i
8	Labour for Chipping of concrete surface before taking up plastering work. Pg.-192 It.-1
9	Brick work with 1st class bricks in cement mortar (1:6) (b) In superstructure, ground floor Pg.-15 It.-8.b
10	125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. Pg.-16 It.-16
11	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] (ii) With 1:4 cement mortar (a) 20 mm thick plaster Pg.-189 It.-1
12	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. Pg.-47 It.-3
13	Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion Pg.-23 It.-1.a
14	18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in - charge to match with the existing work. [Slurry for bedding @ 4.4 kg/Sq.m and pointing @2.0 kg/Sq.m] Pg.-54 It.-17
15	Supplying, fitting and fixing Half round channel with or without outlet as required set in cement concrete (6:3:1) with jhama chips complete.(Payment of concrete will be paid seperately). (i) 600 mm X 100 mm (b) White vitreous chinaware S & P Works, Pg.-80 It.-8
16	Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials. i) With Pakur variety. (SAIL/TATA/RINL) S & P Works, Pg.-87 It.-1
17	Supply of Unplasticized Non-Pressure Polyvinyle Chloride (PVC-U) Pipe & fittings for use in Underground drainage & sewerage system conforming to IS-15328-2003 A..iii. Single socketed 3 Meter length (SN8) with Rubber Ring type c. 160 mm S & P Works (3rd Corrigenda & Addenda), Pg.-1 It.-1
18	Labour for fitting and fixing Unplasticized non pressure Poly Chloride (P.V.C- U) pipes for underground drainage and sewerage system (IS-15328:2003) including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineer-in-charge. (Payment will be made on centre line measurement of the total pipeline including specials.) iv. 160 mm S & P Works (3rd Corrigenda & Addenda), Pg.-2 It.-2
19	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. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initial 8m. or part thereof. II) For Structural Works in Roof Trusses etc. using joists, channels and angles of specified section weighing less than 22.5 kg/ m Pg.-99 It.-1
20	Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed. (i) 16 mm dia bolt (b) 450 mm long Pg.-102 It.-6
21	Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). i) In Roof a) With 0.5 mm thick sheet Pg.-82 It.-14
22	Aluminium sheet ridging fitted with self tapping screws, EPDM washers etc complete.(Minimum 225mm end lapping). (A) 300 mm lapping each way (a) With 0.71 mm sheet Pg.-84 It.-18
23	(b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. Pg.-200 It.-1
24	(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : a) On timber or plastered surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white) Pg.-200 It.-2
25	(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. Pg.-200 It.-1
26	(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (b) On steel or other metal surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white) Pg.-200 It.-2
27	GST @ 18%
28	Labour Welfare Cess @ 1%
29	Total in Figures (including all taxes)
30	Quoted Rate in Figures (including all taxes)