District Magistrate Tender
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District Magistrate Tender
Civil And Construction
Building Construction
Water Storage And Supply
Eprocure
Opening Date29 Jul 2024
Closing Date12 Aug 2024
Tender Amount₹ 12,25,460 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 24,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DMUD_723003_1Bid Award Id
ViewTender No
25 of 2024-25Tender Authority
District Magistrate ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand
38.71
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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.
In ground floor and foundation a) Pakur Variety
4.98
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25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over
concrete or painted surface).
[Note: - Waterproofing as per item 9, polymer based paint as per item 8 (a) of subhead C of Section (C).
6.78
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Ordinary Cement concrete (mix1:1.5:3) 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
17.1
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Hire and labour charges for shuttering with centering and necessary staging up to 4m using approved stout prop sand 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 ofworks (up to roof of ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation
34.85
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-Do- 25 mm to 30 mm shuttering with staging in foundation
87.92
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binder set cinitial 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, basement and upto roof of ground floor/upto 4 m
(i) Tor steel/Mild Steel (JSW/Shyam/SRMB/Electro steel)
1.88
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Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation and plinth
2.33
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125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
53.53
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Supplying, fitting and fixing Marble Slab/tile of 15 to 18 mm thickness in floor, lobby, stair, landing & treads etc. over 20 mm (av.) thck base of Cement mortar (1:2) laid with white cement slurry @ 4.4 kg/Sq.m before placing marble & jointed with white cement slurry @ 2.0 kg/Sq.m with necessary pigments including grinding and Granite polishing as per direction of Engineering -in -Charge in Ground Floor. {White cement and Pigment to be supplied by the Agency]
(ii) Area of each Slab/tile exceeding 0.3 sq.m. but not exceeding 0.6 sq.m
39.01
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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.
(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. (b) Area of each tile above 0.09 Sq.m
(ii) Other than Coloured decorative including white
102.09
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Wood work in door and window frame fitted and fixed in position complete including a protective coat of paintin gat the contact surface of the frame exluding costof concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted up to three decimals). (d) Sal : Local.
0.05
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Panel shutters of door and window, as per design (each panel consisting of single plank with out joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. (iii) 35 mm thick shutters with 19 mm thick panel of size 30 to 45 Cm.
(b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak
In ground floor.
1.58
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(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 screw sand lugs in ground floor. (i) Grill weighing above 10Kg./sq.mtr and up to 16 Kg./sq. mtr.
1.32
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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)
(b) 40 mm X 6 mm, 200 mm Length
8
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Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.
(v) 75mm. X 60mm. X 3.15mm.
8
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Iron catch hook of approved quality fitted and fixed to shutter and chowkat.
(c) 10mm dia x 300mm long.
4
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Iron socket bolt of approved quality fitted and fixed complete.
(c) 150mm long x 10mm dia bolt
4
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Supplying, fitting & fixing factory made foam PVC (density shall not be less than 600 kg/cum) door frame (finished weight of 2.73 kg/mtr.) of size 100mm X 45mm made off with 5mm thick extruded foam PVC sheet, mitre cut at junction of horizontal and vertical member and joined them by heat welding. Entire door frame profiles to be reinforced with steel primer coated 19 SWG 40mm X 20mm M.S. tube. An additional 5mm thick PVC sheet with desired colour/shade to be provided at the exposed surface and three nos 5mm thick PVC sheet to be provided as gap insert. The door frame to be fixed with wall by using 8mm dia. and 100mm long strainless steel screws and PVC fasteners. A minimum of 4 nos. screws to be provided for each vertical member & 2 nos. for horizontal member all complete as per direction of Engineer-in-Charge.
(a) Plain Colour.
52.2
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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 with10 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.
18.9
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Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S.230/72) fitted and fixed
(iv) 125 mm grip x 10 mm dia rod.
4
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Plaster (to wall , floor, ceiling etc.) with sand and cement mortar including rounding of for chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/stagingwhere necessary (Ground floor). [Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar (a) 20 mm thick plaster
97.56
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-Do- (b) 15 mm thick plaster
119.25
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-Do- (c) 10 mm thick plaster
45.29
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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
16.26
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Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface. Two Coats
62.45
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Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufractures specification (iii) Two coats.
97.56
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(a)Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
6.91
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(b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
11
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(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 other than hi-gloss of approved quality- (iv) Two coats (with any shade except white)
6.91
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-Do- (b) On steel or other metal surface :
With other than hi-gloss of approved quality-
(iv) Two coats (with any shade except white)
11
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Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in
walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if ecessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete.
(ii) 110 mm. Dia.
7.2
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Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover(heavy type)of approved make supplied, fitted and fixed in the 100mm thick R.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. Note:- (i) Finished level of Septic Tank should be 400 mm. from Ground Level. (ii) Height of 50 mm. Ventilation pipe &Mosquito proof mesh, should be follwed as per IS:2470,PartI.Payment will be made separetly on the basis of actual height based on relevant I.S.Code.
(iii) For 100 users A) B) With Bazree (N.B Varity) (Other than SAIL/TATA/RINL)
1
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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) and 1.00m inside dia.
(Other than SAIL/TATA/RINL
1
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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
4
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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).
(i) (i) 580 mm X 440 mm
(b) With 'S' trap (with vent)
7
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Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. specification with P.V.C. fittings complete,C.I. brackets including two
coats of painting to bracket etc
7
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Supplying, fitting and fixing Flat back urinal (half stall urinal) in white vitreous chinaware of approved make in position with brass screws on 75mm X 75 mm X 75 mm wooden blocks complete.
(ii) 470 mm X 280 mm X 340 mm
3
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Supplying, fitting and fixing towel rail with two brackets
(b) Aluminium
(ii) 25 mm dia. and 600 mm long
12
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Supplying, fitting and fixing best quality Indian make mirror 5.5 mm thick with silvering as per I.S.I. specifications supported on fibre glass frame of
any colour, frame size 550 mm X 400 mm
2
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Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. brackets on 75 mm X 75 mm wooden blocks, C.P. waste fittings of 32 mm dia., one approved quality brass C.P. pillar cock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approved quality P.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long approved quality P.V.C. connection pipe with heavy brass C.P. nut including mending good all damages and painting the brackets with two coats of approved paint.
(i) 450 mm X 300 mm size
2
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Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI 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 bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately) - for Exposed work - PVC Pipes : (i) 15 mm
40
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-Do- 25 mm
20
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-Do- 32 mm. dia.
45
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(e) PTMT (Polytetra Bib Cock / Stop Cock ( Prayag or equivalent)
15 mm
15
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Supply of UPVC pipe fittings:
(i) Coupler - 110 mm.
5
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(ii) Bend 87.5º - 110 mm.
10
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(iii) Vent Cowl - 110 mm.
1
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(iv) W.C. Connector (450 mm long) W / lipring - 75 mm.
3
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Supplying P.V.C. water storage tank of approved quality with closed top
with lid (Black) - Multilayer
(b) 1500 litre capacity
2
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Labour for hoisting plastic water storage tank
(i) Upto 1500 litre capacity.
(a) Upto 1st story from G.L.
2
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Labour for punching hole in plastic water storage tank upto 50 mm dia
6
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Labour for fitting and fixing U.P.V.C. pipes for above ground work 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 nderground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin- charge. (Payment will be made on centre line measurement of the total pipeline including specials.
(B) Under ground
(ii) 110 mm dia.
20
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Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore.
(d) For depth upto 150 metre for 50 mm dia. tube well with top enlargement of 100 mm dia.
(i) 50 mm dia. boring etc.
66
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-Do- (ii) 100 mm dia. boring etc. top enlargement
35.7
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Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications.
(i) 50 mm dia.
6
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Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets.
(i) 50 mm dia.
1
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Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I).
(A) PVC Pipes (Dia)
i) 100 mm
36
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ii) 50 mm
60
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iii) 40 mm (For Distribution works)
15
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Supply of G. I. pipes of TATA make including necessary sockets (f) 50 mm dia.
(i) Medium quality
40
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Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I).
(L) Reducing Socket (mm X mm)
100 X 50
1
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Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with 'V' notch including hire and labour charges for all tools and plants and scaffolding as required.
1
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Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete.
1.87
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Packing annular space between the outside of the housing pipe and the bore with puddled clay balls of approved size as per direction of the Engineer-in-charge with cost of all materials and labour complete.
0.14
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Electricity Cost including submersible (LS)
1
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