Tender For Construction Of Awc At Totgaon, Bagrakote Gp Under Mal Development Block.
Tender Value
11.11 Lakhs
Estimated cost
Bid Submission
25 Sep 2024
0 days left
EMD
22232
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
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Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bagrakote → West Bengal
EMD Exemption
Available
Quantity
Not Available
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Project Description
Construction Of Awc At Totgaon, Bagrakote Gp Under Mal Development Block.
BOQ
| Sl. No. | Item Description |
| 1 | ( Page No. 1, Item No. 2, of PWD Building Schedule (2017)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. (a) Depth of excavation not exceeding 1,500 mm. |
| 2 | ( Page No. 5, Item No. 10 (a) , of PWD Building Schedule (2017)Pre-Constructional Anti-termite measures:(a) Anti termite treatment to bottom surface ( in case of masonry foundation and basements) and the sides (upto a height of 300 mm. from bottom) of the excavation trenches with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. area. The work shall be carried out as per specification described in 6.2.1. of code IS6313 (part -II) 1981. (Mode of measurment will be the plan area of foundation treated.) |
| 3 | (Item No. 1, Page No. 14 of PWD Building Schedule (2017) (3rd Corrigendum)Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 4 | (Item No. 22, Page No. 34 of PWD Building Schedule (2017) (3rd Corrigendum)(II) Cement concrete with 30 mm down graded shingles excluding shuttering.N.B. Variety(a) 1:3:6 proportion |
| 5 | (Item No. 7(a), Page No. 15 of PWD Building Schedule (2017) (3rd Corrigendum)Brick work with 1st class bricks in cement mortar (1:4)(a) In foundation and plinth |
| 6 | (Item No. 3(a), Page No. 1 of PWD Building Schedule (2017)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) |
| 7 | (Page No. 2,Item No. 4 ,of PWD Building Schedule (2017)(A) 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) |
| 8 | (Item No. 10, Page No. 26 of PWD Building Schedule (2017) (3rd Corrigendum)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. (ii ) River Bazree |
| 9 | (Page No. 15, Item No. 7(b),of PWD Building Schedule (2017) (3rd Corrigendum)Brick work with 1st class bricks in cement mortar (1:4)(b) In superstructure, ground floor |
| 10 | (Item No. 7(a), Page No. 15 of PWD Building Schedule (2017) (3rd Corrigendum)125 mm. thick brick work with 1st class bricks in cement mortar (1:4) inground floor. |
| 11 | (Item No. 36, Page No. 42 of PWD Building Schedule (2017)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.(f) 25 mm to 30 mm shuttering without staging in foundation |
| 12 | (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction ofEngineer-In-Charge. |
| 13 | (Item No. 40, Page No. 43 of PWD Building Schedule (2017) 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 III. TATA/SAIL |
| 14 | (Item No. 1 (ii)(a & b), Page No. 189 of PWD Building Schedule (2017)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 |
| 15 | (ii) With 1:4 cement mortar (b) 15 mm thick plaster |
| 16 | (ii) With 1:4 cement mortar (c) 10 mm thick plaster |
| 17 | (Item No. 1, Page No. 192 of PWD Building Schedule (2017)Labour for Chipping of concrete surface before taking upPlastering work. |
| 18 | (Item No 6, Page No. 48 of PWD Building Schedule (2017)(3rd Corrigendum)Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. |
| 19 | (Item No. 15, Page No. 192 of PWD Building Schedule (2017)Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. In ground floor |
| 20 | (Item No. 1(d), Page No. 114 of PWD Building Schedule (2017)Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals).(d) Sal : Local |
| 21 | (Item No. 1(b), Page No. 117 of PWD Building Schedule (2017)Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings.In ground floor(iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm.(b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. |
| 22 | (Item No.- 5; Page No.- 116 of PWD Bldg. Schedule)Supplying, Fitting & Fixing Factory made prelaminated P.V.C. door frame of size 50 mmx47 mm with a wall thickness of 5 mm, made out of extruded 5 mm Prelaminated PVC sheet miter cut at two corners and joined with two nos of 1.5 mm long brackets of 15 mm x15 mm M.S. square tube. The two vertical door profiles are to be reinforced with 19 mmx 19 mm M.S. Square tube of 19 gauge, weather seal to be provided through out the frame. The door frame shall be fixed with the wall using 65/100 mm M.S. Screws through the frame by using P.V.C fasteners. A minimum of 4 Nos of screws to be provided for each vertical member and minimum 2 Nos for horizontal member etc. complete as per Manufacturer‟s specification and direction of Engineer-in-Charge |
| 23 | (Item No.- 16; Page No.- 126 of PWD Bldg. Schedule)Supplying, Fitting & Fixing 30 mm thick both side prelaminated Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5 mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge. |
| 24 | (Item No. 13a(i), Page No. 104 of PWD Building Schedule (2017)(a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. |
| 25 | (Item No. 4(c), Page No. 140 of PWD Building Schedule (2017)Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately)(c) 40mm X 6mm, 250mm |
| 26 | (Item No. 5, Page No. 140 of PWD Building Schedule (2017)Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.(viii) 100mm. X 75mm. X 3.50mm |
| 27 | (Item No. 26, Page No. 144 of PWD Building Schedule (2017)Anodised aluminium barrel / tower / socket bolt (full covered) of approvedmanufactured from extruded section conforming to I.S. 204/74 fitted and fixedwith cadmium plated screws: (i) 250mm x 16mm dia bolt. |
| 28 | (iv) 150mm long x 10mm dia. bolt. |
| 29 | (Item No. 28, Page No. 145 of PWD Building Schedule (2017)Anodised aluminium Aldrop / Sliding bolts of approved quality manufacturedfrom extruded section conforming to I.S. specification (I.S. 2681/66) fitted andfixed complete.(i) 250mm x 16mm dia bolt. |
| 30 | (Item No.30(vi), Page No.145 of PWD Building Schedule (2017)Anodised aliminium D-type handle of approved quality manufactured fromextruded section conforming to I.S. specification (I.S. 230/72) fitted and fixedcomplete:(vi) 150 mm grip x 10 mm dia rod. |
| 31 | (Item No.15(i), Page No.150 of PWD Building Schedule (2017)Renewing 125mm long wooden buffer blocki) With Sal : Siliguri. |
| 32 | (Item No.10, Page No.196 of PWD Building Schedule (2017)Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming toIS:13592-1992 with all necessary clamps nails, including making holes inwalls, floor etc. cutting trenches in any soil through masonry concretestructures etc if necessary and mending good damages including joining withjointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete.A) UPVC Pipes: (ii) 110 mm. Dia. |
| 33 | B) UPVC Fiting : c) Bend 87.5 Degree (ii) 110 mm. Dia |
| 34 | B) UPVC Fiting : d) Shoe(ii) 110 mm. Dia |
| 35 | (Item No. 1(b), Page No. 200 of PWD Building Schedule (2017)Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 36 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 37 | (Item No. 2(A)IV, Page No. 200 of PWD Building Schedule (2017)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 : (iv) Two coats (with any shade except white) |
| 38 | (b) On steel or other metal surface :With super gloss (hi-gloss) -(iv) Two coats (with any shade except white) |
| 39 | (Item No. 1(c), Page No. 194 of PWD Building Schedule (2017)White washing including cleaning and smoothening surface thoroughly. (c) Three coats (on new works only) |
| 40 | (Item No. 15, Page No. 197 of PWD Building Schedule (2017) Applying decorative cement based paint of approved quality afterpreparing the surface including scraping the same thoroughly(plastered or concrete surface) as per manufacturer\"s specification. |
| 41 | (Item No. 35, Page No. 64 of PWD Building Schedule (2017)Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. (A) FloorWith Sand Cement Mortar (1:4) 20 mm thick & 2 mm thickcement slurry at back side of tiles using cement @ 2.91Kg/Sq.m & joint filling using white cement slurry @0.20kg/Sq.m(ii) Other than Coloured decorative including white |
| 42 | (B) Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m (ii) Other than Coloured decorative including white |
| 43 | (Item No. 46, Page No.74 of PWD Building Schedule (2017)Supplying and laying chequered tiles of any shade & ofapproved quality with (1:1½:3) cement concrete laid in panelsor patterns as directed in pavement, footpath etc. includingnecessary underlay 25 mm thick [avg] cement mortar (1:3)complete in all respect with all labour and materials. [Usingcement slurry @ 4.4 kg/Sq.m at back side and @2.4 kg/Sq.mfor joint filling] |
| 44 | (Page No.89 ,Item No.3 of PWD Sanitation & Plumbing (2017)Construction of septic tank of different capacities as per approved drawing with 1stclass brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manholecover(heavy type)of approved make supplied, fitted and fixed in the 100mm thickR.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1)with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting and fixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and fefilling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials.(i) For 10 users B) With Bazree (N.B Varity) (SAIL/TATA/RINL) |
| 45 | (Page No.89 ,Item No.4 of PWD Sanitation & Plumbing (2017)Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and1.00m inside dia(SAIL/TATA/RINL)(Other than SAIL/TATA/RINL) |
| 46 | (Page No.87 ,Item No.1 of PWD Sanitation & Plumbing (2017)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 with100 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.ii) With Bazree (N.B Variety) (SAIL/TATA/RINL) |
| 47 | (Item no-6, Page no -37 of PWD S&P schedule)Supplying P.V.C. water storage tank of approved quality with closedtop with lid (Black) - Multilayer (a) 500 litre capacity |
| 48 | (Item no-10, Page no -32 of PWD S&P schedule)Labour for hoisting plastic water storage tank,(1) Upto 1500 litre capacity. (a) Upto 1st story from G.L. |
| 49 | (Item no-13, Page no -33 of PWD S&P schedule)Labour for punching hole in plastic water storage tank upto 50 mmdia. |
| 50 | (Item no-13, Page no -33 of PWD S&P schedule)Polythene Bib Cock / Stop Cock (HD) with metal inlet (EMCO /ATLASor equivalent) 15 mm |
| 51 | (Item no-19(i), Page no -12 of PWD S&P schedule)Supplying, fitting and fixing PVC pipes of approved make of Schedule 80(medium duty) conforming to ASTMD - 1785 and threaded to match withGI Pipes as per IS : 1239 (Part - I). with all necessary accessories,specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew,reducing socket, reducing tee, short piece etc. fitted with holder batsclamps, including cutting pipes, making threads,fitting, fixing etc.complete in all respect including cost of all necessary fittings asrequired,jointing materials and two coats of painting with approved paintin any position above ground. (Payment will be made on the centre linemeasurements of total pipe line including all specials. No separatepayment will be made for accesories, specials. Payment for painting willbe made seperately)(a) For Exposed work PVC(Dia) 15 mm |
| 52 | (Dia) 25 mm |
| 53 | (Dia) 32 mm |
| 54 | (Item no-4, Page no-79 of PWD S&P schedule)Supplying, fitting and fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make in position complete excluding \"P\" or \"S\" trap (excluding cost of concrete for fixing).530 mm x 410mm |
| 55 | (Item no-24, Page no-74 of PWD S&P schedule)Labour for fitting and fixing U.P.V.C. pipes for above ground workincluding cost of jointing materials etc. fitting and fixing all necessaryspecials, cutting pipes, cutting holes in walls or R.C. floor where necessaryand mending good all damages excluding the cost of masonry or concretework, if necessary, but including the cost and fitting and fixing holder batclamps (any floor) or for underground work including cutting trenches upto1.5 metre and refilling the same complete as per direction of the Engineerin-charge. (Payment will be made on centre line measurement of the totalpipeline including specials. |
| 56 | (Item no-14, Page no-65 of PWD S&P schedule)Supplying,fitting and fixing cast iron \"P\" or \"S\" trap conformimg to I.S. 3989/1970 and 1729/1964 including lead caulked joints and painting two coats to the exposed surface. (Painting to be paidseperately). (A) \"P\" Trap. (iii) 100 mm. |
| 57 | (Item no-11, Page no-53 of PWD S&P schedule)Supplying, fitting and fixing chech valve (vertical) G.M. tested to 21 kg persq. cm. |
| 58 | (Item no-11, Page no-53 of PWD S&P schedule)Supplying, fitting and fixing stainless steel sink complete with wastefittings and two coats of painting of C.I. brackets.(a) Sink only (ii) 630 mm X 550 mm X 180 mm |
| 59 | (Item no-1, Page no-41 of PWD S&P schedule)Wash basin vitreous china of approved make (without fittings)supplied,fitted and fixed in position on 75mm X 75 mm X 75 mm woodblocks and C.I. brackets including two coats of painting of C.I. brackets.(i) 450 mm X 300 mm size |
| 60 | (Item no-5, Page no-5 of PWD S&P schedule)Supplying, fitting and fixing gunmetal wheel valve of approved brand andmake tested to 21 kg per sq. cm. (for water lines only).(v) 40 mm dia |
| 61 | (Item no-1, Page no-49 of PWD S&P schedule)Labour for boring tube well of required dia. by water jet system throughany type of soil strata including hire and labour charges for boring pipes,scaffolding, tools and plants as necessary and taking out them andlowering pipes, strainers, blind pipe etc. and fitting and fixing the samecomplete including bucket washing and other incidental works in theconnection. The tube well should have a minimum 50 mm gap in betweenthe outside of the tubewell pipe and the bore. |
| 62 | (Item no-1, Page no-102 of PWD S&P schedule)Supply ofG. I. pipes of TATA make including necessary sockets (e) 40 mm dia. (ii) Medium quality |
| 63 | (Item no-19(i), Page no-12 of PWD S&P schedule)Supplying, fitting and fixing PVC pipes of approved make of Schedule 80(medium duty) conforming to ASTMD - 1785 and threaded to match withGI Pipes as per IS : 1239 (Part - I). with all necessary accessories,specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew,reducing socket, reducing tee, short piece etc. fitted with holder batsclamps, including cutting pipes, making threads,fitting, fixing etc.complete in all respect including cost of all necessary fittings asrequired,jointing materials and two coats of painting with approved paintin any position above ground. (Payment will be made on the centre linemeasurements of total pipe line including all specials. No separatepayment will be made for accesories, specials. Payment for painting willbe made seperately)(a) For Exposed Work PVC Pipes(Dia) 40 mm |
| 64 | (Item no-6, Page no-52 of PWD S&P schedule)Supplying PVC strainer of approved make with adapter conforming toI.S.12818 specifications. (i) 40 mm dia |
| 65 | (Item no-10, Page no-53 of PWD S&P schedule)Supplying, fitting and fixing plug of approved make conforming to I.S.specifications. |
| 66 | (Item no-9, Page no-53 of PWD S&P schedule)Supplying, fitting and fixing steel cutter piece upto 450 mm long withsockets. |
| 67 | (Item no-23, Page no-55 of PWD S&P schedule)Collecting sample of water for bacteriological and chemical test from anydepth at any time during execution of work including hire and labourcharges for tools and plants and sterilising the equipments, paying allcharges and fees, testing etc. complete in all respect as per direction. |
| 68 | (Item no-14, Page no-54 of PWD S&P schedule)Supplying, fitting and fixing popular Maya pump no-6 or similar.(i) For 40 mm dia. tube well |
| 69 | (Item No. 7(a), Page No. 15 of PWD Building Schedule (2017) (3rd Corrigendum)Brick work with 1st class bricks in cement mortar (1:4)(a) In foundation and plinth |
| 70 | (Item No. 1, Page No. 14 of PWD Building Schedule (2017) (3rd Corrigendum)Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 71 | (Item No. 22, Page No. 34 of PWD Building Schedule (2017) (3rd Corrigendum)(II) Cement concrete with 30 mm down graded shingles excluding shuttering.N.B. Variety(a) 1:3:6 proportion |
| 72 | (Item No. 6, Page No. 48 of PWD Building Schedule (2017)Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. |
| 73 | Supply, fitting & fixing Buster Pump/0.50 HP Centrifugal pump for up lifting water from hand tube well to over head storage tank |
| 74 | Add:- GST @ 18% |
| 75 | Add:- Cess @ 1% |
AI Tender Summary
Tender Timeline
Sep 11, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedSep 25, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 30, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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