Municipal Affairs Department Tender
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Municipal Affairs Department Tender
Civil And Construction
Eprocure
Opening Date7 Nov 2024
Closing Soon3 Dec 2024
Tender Amount₹ 1,32,05,982
Costs
EMD
₹ 2,64,120Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Crematorium Building
Description
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Contact
Tender Id
2024_MAD_744285_2Tender No
WBMAD/ULB/CONTAI/ELECTRIC CREMATORIUM/ 159/DMA/ 2024-25Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
GEM & Bid Advisory Services
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Documents
Construction of Crematorium Building including Sanitary Plumbing Works and Construction of RCC Retaining Wall
BOQ Items
b) Depth of excavation for additional depth
beyond 1,500 mm. and upto 3,000 mm. but
not requiring shoring
24.9
192
4790.26
Page No. 1, Item No. 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) 1) For Construction of Building
(a) With earth obtained from excavation of foundation.
228.1
77
17686.87
2) For Retaining Wall (a) With earth obtained from excavation of foundation.
235.92
77
18293.24
b) With carried earth arranged by the
contractor within a radius of 3 km. including
cost of carried earth.
260.28
355
92506.11
Page No. 2, Item No. 4
-
-
-
(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)
1) For Construction of Building
370.17
543
201191.1
2) For Retaining Wall
27
543
14674.77
Page No. -14 Item No. 1 (3rd carrigenda)
-
-
-
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
470.16
348
163615.68
Page No. -34 Item No. 22 (3rd carrigenda)
-
-
-
(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety]
(a) 1:3:6 proportion
1) For Construction of Building
235.86
4737
1117268.82
2) For Retaining Wall
17.96
4737
85052.84
Page No. - 42 Item No. 36
-
-
-
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)
1) For Construction of Building
a) 25 to 30 mm thick wooden shuttering with out staging in foundation.
148.8
205
30504
(F) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge
1257
324
407268
2) For Retaining Wall a) 25 to 30 mm thick wooden shuttering with out staging in foundation.
38
205
7790
(F) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge
423
324
137052
Page No. - 26 Item No. 10 (3rd carrigenda)
-
-
-
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. 1) For Construction of Building
(i) Pakur Variety
243.8
6341
1546033.32
2) For Retaining Wall (i) Pakur Variety
101.85
6341
645871.59
Page No. - 43 Item No. 40.
-
-
-
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.
1) For Construction of Building
(a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL
28.71
60433
1735031.43
2) For Retaining Wall (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL
13.99
60433
845557
Page No. - 15, Item No. 8 (3rd carrigenda)
-
-
-
Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
55.91
5198
290620.18
(b) In superstructure, ground floor
85.7
5420
464494
Page No. - 16, Item No. 16 (3rd carrigenda)
-
-
-
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor
1) For Construction of Building
90.5
712
64436
2) For Retaining Wall
60
712
42720
Page No. - 66, Item No. 36 (3rd carrigenda)
-
-
-
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.
(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.
(ii)area of each slab/tile exceeding 0.3 sqm. But not exceeding 0.6 sqm. (A) deep color and white
in ground floor
17.8
1686
30010.8
(II) With Polymerised Adhesive [6 mm thick] & epoxy grouting materials for filling joints including spacer-2 mm [Applied directly over finished artificial stone floor/ mosaic
etc.]
(B)light color
0.79
1369
1074.67
Page No. - 64, Item No. 35 (3rd carrigenda)
-
-
-
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. 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 (i) Coloured decorative
(I) Gr. Floor
120.1
743
89234.3
Page No. - 106, Item No. 19 (3rd carrigenda)
-
-
-
(a) Supplying, fitting and fixing steel rolling shutter profile type with 18 B.G . of approved type steel latche section 75mm wide, fitted with coil wire spring to necessiate the fitting of required Nos. of C.I. Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially builtup side guide channels including providing a hood for the steel rolling shutter in the room, painting two coats of approved aluminium paint over a coat of red lead primer complete.
30.1
3270
98427
Page No. - 107, Item No. 20 (3rd carrigenda)
-
-
-
Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing.
(The weight of grill will be determined (theoritically) from section of the grills actually used excluding the rolled steel section of the window / vent. The weight of the grill should be calculated at 7.85 gm./ cu.cm.)
(viii) M.S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M.S. flats and bars
405
94
38070
Page No. - 1 (D), Item No. 114 (3rd carrigenda)
-
-
-
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
in ground floor
0.13
72954
9119.25
Page No. - 140 Item No. 4(c).
-
-
-
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)
40mm X 6mm, 125mm Length
8
20
160
Page No. - 140 Item No. 5(V).
-
-
-
Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark
(v) 75mm. X 60mm. X 3.15mm.
6
47
282
Page No. - 141 Item No. 8(c).
-
-
-
Iron socket bolt of approved quality fitted and fixed complete
(c) 150mm long x 10mm dia bolt
4
63
252
Page No. - 141 Item No. 10(c).
-
-
-
Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting.
© 300 mm long
2
166
332
Page No. - 145 Item No. 30(ii).
-
-
-
Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed 100 mm grip x 10 mm dia rod
2
69
138
Page No. - 124 Item No. 11 (b) & P. No. 129, It. 128.
-
-
-
spplying solid flush type doors of commercial quality, the timber frame consisting of top and bottom rails and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 37.5mm wide battens places both ways in order to make the door of solid core and internal lipping with Garjan or similar wood veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing shutters in position but excluding the cost of hinges and other fittings in ground floor
Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed (a) in grounfd floor
8.51
2359
20075.09
Page No. - 189, Item No. 1 (3rd carrigenda)
-
-
-
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]
(A) in grounfd floor (i) With 1:6 cement mortar
1) For Construction of Building
(b) 20 mm thick plaster
321
159
51039
(b) 15 mm thick plaster
520
139
72280
(c) 10 mm thick plaster with 1;4 cement morter
328.3
125
41037.5
2) For Retaining Wall
(b) 15 mm thick plaster
163.5
139
22726.5
Page No. - 192, Item No. 15.
-
-
-
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
1) For Construction of Building
128
34
4352
2) For Retaining Wall
163.5
34
5559
Page No. - 195, Item No. 7.
-
-
-
Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor)
(a) One Coat (i)Water based interior grade Acrylic Primer
848.27
30
26126.72
Page No. - 196, Item No. 10.
-
-
-
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
848.27
70
59378.97
Page No. - 196, Item No. 8 (a).
-
-
-
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC
G.F One coat
321
31
10079.4
Page No. - 197, Item No. 17 (a).
-
-
-
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.
a) Normal Acrylic Emulsion
In Ground Floor (two coat)
383.58
67
25699.86
Page No. - 200, Item No. 1(b).
-
-
-
(b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
30.6
38
1162.8
Page No. - 200, Item No. 1(a).
-
-
-
(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.
148.55
29
4307.95
Page No. - 200, Item No. 2
-
-
-
(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)
30.6
81
2478.6
On steel or other metal surface :
With other than hi-gloss of approved quality-
(iv) Two coats (with any shade except white)
148.55
72
10695.6
Page No. - 205, Item No. 1 (ii)
-
-
-
Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete. (In all floors for internal wall & upto 6 m height for external wall)
(ii) 4 mm thick
27
536
14472
Page No. - 245, Item No. 15
-
-
-
Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge. 10-12 Micron thickness Annodizing film Natural white
185.63
448
83162.24
Page No. - 99, Item No. 1(ii)
-
-
-
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 ructural members or 7% of weight for finished ructural 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 initiial 8m. or part thereof.
I) For structural members of specified sections weighing less than 22.5 Kg./m
4.64
73761
342251.04
Page No. - 106, Item No. 18
-
-
-
Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete.
16.8
4330
72744
Page No. - 212, Item No. 21
-
-
-
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 necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete.
A) UPVC Pipes:
119
251
29869
(ii) 110 mm. Dia
B) UPVC Fittings:110 mm dia
4
172
688
a) Plain Tee
4
160
640
c) Bend 87.5 degree
d) Shoe
2
111
222
Page No. - 88, Item No. 3(V)
-
-
-
constraction of septic tank of different capacities as per approved drawing with 1st class brick work in cement morter (1:4) including two 560 mm dia R.C.C manhole cover (heavy type) of approved make supplied , fitted and fixed in the 100 mm thivk R.C.C (1:1:5:3) top slab with necessary fittings,20 mm thickcement 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 necessary 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 refilling 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 constractio 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 costsof
(v) For 50 users
A) With pakur variety
2
87593
175186
Page No. - 54, Item No. 17 (3rd carrigenda)
-
-
-
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]
216.96
1008
218697.7
Page No. - 54, Item No. 18
-
-
-
Extra cost of labour for prefinished and premoulded Nosing to treads of steps, railing, window sill etc. of Kota Stone
33.3
224
7459.2
Page No. - 54, Item No. 19
-
-
-
Extra cost of labour for grinding Kota Stone Floor in treads and riser of Steps.
16.34
209
3414.64
Page No. - 74, Item No. 46 (3rd carrigenda)
-
-
-
Supplying and laying chequered tiles of any shade & of approved quality with (1:1½:3) cement concrete laid in panels or patterns as directed in pavement, footpath etc. including necessary underlay 25 mm thick [avg] cement mortar (1:3) complete in all respect with all labour and materials. [Using cement slurry @ 4.4 kg/Sq.m at back side and @2.4 kg/Sq.m for joint filling]
56.01
493
27611.94
Page No. - 74, Item No. 46 (3rd carrigenda)
-
-
-
Providing and fixing at or near ground level precast cement concrete in kerbs (size: 450 mm x 350 mm x width 150 mm at bottom with bevelled nosing at top) of cement concreat M20 Grade without reinforcement, fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-inCharge including filling of joints with 10 mm thick cement morter (3:1) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete.
178.78
629
112452.62
Page No. - 286, Item No. 8
-
-
-
80 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc. 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 & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge. [Note: Subgrade CBR shouldnot be less than 5]
293.63
1587
465993.98
Page No. - 260, Item No. 5
-
-
-
Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 ( 8 parts of stacked volume of earth after reduction by 20%, one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary watering and finally fine dressing, levelling etc., including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5m complete. This includes supply of labour, tools & plants including materials.
48.79
35
1722.36
Page No. - 260, Item No. 6
-
-
-
Maintenance of hedge for one year including application of necessary pesticide, farm yard manure, replacement of damaged hedge plant by new one complete in all respect as per instruction of Engineer-in-charge. This includes supply of labour, tools & plants including materials.
48.79
117
5742.82
P.W.D. S & P Page No. - 29, Item No. 1
-
-
-
Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . 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, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials 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. (i) CPVC Pipes Class-1, SDR-11
a) For Exposed Work
20 MM DIA
100
143
14300
32 MM DIA
75
283
21225
40 MM DIA
75
403
30225
(b) For Concealed Work 15 mm Dia
60
140
8400
P.W.D. S & P Page No. - 4, Item No. 4.
-
-
-
Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. markng with fittings(tested to 21 kg/sq.cm.).
20 MM DIA
8
657
5256
32 MM DIA
6
1258
7548
40 MM DIA
6
1646
9876
P.W.D. S & P Page No. - 4, Item No. 4.
-
-
-
Supplying, fitting and fixing bib cock or stop cock.
a(i) Chromium plated Bib Cock short with wall flange with aerator (Equivalent to Code No. 511 & Model - Tropical / Sumthing Special of ESSCO or similar brand)
18
539
9702
B(i) Chromium plated Stop Cock (Equivalent to Code No. 513(A) & 513(B) & Model - Tropical / Sumthing Special of ESSCO or similar brand).
18
493
8874
D(i) Chromium plated angular Stop Cock with wall flange (Equivalent to Code No. 5053 & Model - Florentine of Jaquar or similar brand).
8
815
6520
P.W.D. S & P Page No. - 79, Item No. 2.
-
-
-
Suppling,fitting & fixing E.W.C in white glazed vitreous china ware of approved make supplied fittied complete in position with necessary bolts nuts.etc.
a)with 'P' trap
8
1421
11368
P.W.D. S & P Page No. - 81, Item No. 10.
-
-
-
Closet seat of approved make with lid and C.P. hinges, rubber buffer and brass screws supplied, fitted and fixed complete.
(a) E.W.C.
(ii) Plastic (hallow type) white
8
380
3040
P.W.D. S & P Page No. - 81, Item No. 11.
-
-
-
Supplying,fitting and fixing 32 mm dia. Flush Pipe of approved make with necessary fixing materials and clamps complete.
i) Polythene Flush Pipe
8
155
1240
P.W.D. S & P Page No. - 43, Item No. 9.
-
-
-
Supplying, fitting and fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia.
(iv) 600 mm long
24
107
2568
P.W.D. S & P Page No. - 41, Item No. 2.
-
-
-
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.(ii) 550 mm X 400 mm size
4
2208
8832
P.W.D. S & P Page No. - 41, Item No. 3.
-
-
-
Supplying, fitting and fixing pedestal of approved make for wash basin (white)
4
1497
5988
P.W.D. S & P Page No. - 42, Item No. 6.
-
-
-
Supplying, fitting and fixing stainless steel sink complete with waste fittings and two coats of painting of C.I. brackets.
(a) Sink only
(i) 530 mm X 430 mm x 180 mm
4
3285
13140
P.W.D. S & P Page No. - 45, Item No. 19.
-
-
-
Supplying, fitting and fixing pillar cock of approved make.
a) (i) CP Pillar Cock - 15 mm. (Equivalent to Code No. 507 & Model - Tropical / Sumthing Special of ESSCO or similar brand).
4
555
2220
P.W.D. S & P Page No. - 82, Item No. 19.
-
-
-
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
613
1226
P.W.D. S & P Page No. - 82, Item No. 22.
-
-
-
Supplying, fitting and fixing towel rail with two brackets.(a) C.P. over brass
(iii)25 mm dia. and 600 mm long
8
430
3440
P.W.D. S & P Page No. - 82, Item No. 18.
-
-
-
Supplying, fitting and fixing soap holder. (b) Fibre glass
6
58
348
P.W.D. S & P Page No. - 37, Item No. 6.
-
-
-
Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) – Multilayer
(f) 3000 litre capacity
1
15635
15635
P.W.D. S & P Page No. - 37, Item No. 10.
-
-
-
Labour for hoisting plastic water storage tank.(ii) Above 1500 litre upto 5000 litre capacity.
(a) Upto 1st story from G.L. each
1
154
154
b) Extra for each additional story
1
72
72
P.W.D. S & P Page No. - 38, Item No. 13.
-
-
-
Labour for punching hole in plastic water storage tank upto 50 mm dia.
8
19
152
P.W.D. S & P Page No. - 80, Item No. 6.
-
-
-
Supplying, fitting and fixing Flat back urinal (half stall urinal) in white vitreous chinaware of approved make supplied, fitted and fixed in position with brass screws on 75 mm X 75 mm X 75 mm wooden blocks complete.
(ii) 470 mm X 280 mm X 340 mm
4
945
3780
P.W.D. S & P Page No. - 81, Item No. 12.
-
-
-
Supplying, fitting and fixing urinal flush pipe fittings of approved brand.
(a) C.P. urinal flush pipe fittings range of one
4
414
1656
P.W.D. S & P Page No. - 80, Item No. 7.
-
-
-
Supplying, fitting and fixing Squating plate with integral flushing in white vitreous chinaware of approved make in cement concrete (6:3:1) with jhama chips complete. (Payment of concrete will be paid seperately).
(i) 450 mm X 350 mm
4
881
3524
P.W.D. S & P Page No. - 87, Item No. 1.(7th carrigenda)
-
-
-
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 makesupplied, 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)
6
6940
41640
P.W.D. S & P Page No. - 4, Item No. 3.(7th carrigenda)
-
-
-
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.(ii) For 100 users
A) With Pakur variety. ( Other than SAIL/TATA/RINL)
1
110314
110314
P.W.D. S & P Page No. - 89, Item No. 4.(7th carrigenda)
-
-
-
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.
JSW/ JSPL/Shyam/SRMB/BMASL/Electro Steel / SSL
2
16186
32372
P.W.D. S & P Page No. - 97, Item No. 9.
-
-
-
Cutting hole through wall,roof or cornice and mending good all damages.
120
68
8160
P.W.D. S & P Page No. - 70, Item No. 23.
-
-
-
Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992
(A) (i) Single Socketed 3 Meter Length (a) 75 mm
120
196
23520
(b) 110 mm
120
292
35040
P.W.D. S & P Page No. - 70, Item No. 23.
-
-
-
Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992
(B) Fittings (i) Coupler (a) 75 mm
10
46
460
(b) 110 mm
12
85
1020
(ii) Plain Tee
(a) 75 mm
12
46
552
(b) 110 mm
10
85
850
(iii) Door Tee (b) 110 mm
10
195
1950
vi) Door Y (LH) & (RH) (b) 110 mm
8
276
2208
x) Bend 87.5º
(a) 75 mm
6
61
366
(b) 110 mm
6
120
720
xi) Door Bend (T.S.) 110 mm
6
147
882
xiv) Cross Tee with Door
(a) 75 mm
4
216
864
(b) 110 mm
4
239
956
xv) Vent Cowl 110 mm
4
33
132
xvi) Pipe Clip
(a) 75 mm
8
16
128
(b) 110 mm
18
21
378
xviii) W.C. Connector (450 mm long) W / lipring
(a) 75 mm
6
277
1662
xxiii) 110/110 S Trap (a) 75 mm
6
434
2604
xxvi) Reducer 110 X 75 mm (a) 75 mm
6
80
480
xxvii) Reducing Tee (110 X 75 mm) (a) 75 mm
6
142
852
xIix) Door Gasket ( b)110 mm
6
8
48
P.W.D. S & P Page No. - 74, Item No. 24.
-
-
-
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 underground 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.
(A) Above ground
(a) 75 mm
190
45
8550
(b) 110 mm
190
57
10830
P.W.D. S & P Page No. - 66, Item No. 16.
-
-
-
Supplying,fitting and fixing with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.50 metre depth in all sorts of soil both mixed or unmixed and refilling (but excluding concreting at bottom and sides).
(iv) 100 mm
190
294
55860
P.W.D. S & P Page No. - 67, Item No. 18.
-
-
-
Supplying, fitting and fixing C.I. round grating.
150 mm dia
6
85
510
P.W.D. S & P Page No. - 36, Item No. 2.
-
-
-
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.
6
1015
6090
Page No. - 34, Item No. 22 (3rd carrigenda)
-
-
-
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.
(a) (b) Area of each tile above 0.09 Sq.m (ii) Other than Coloured decorative including white
In Ground Floor
142.8
1034
147655.2
Supplying and laying true to line and level Anti-Skid, Full Body, Homogeneous& Granular finish Vitrified Tiles conforming to IS:15622-2006 & IS 4457-2007 and testing shall be made in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance 0.5, Mohr's hardness 5.0, Staining resistance: Class-1, Water Absorption: E 0.5%], MOR 35 N/sq.mm in Internal area of building e.g. Toilet Block, Passage, Corridor, Accessible Open Terrace etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg./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 contractor).
b) In Ground Floor: Sizes-600 mm x600mm x10 mm with breaking strength 1500 N
80
1589
127120
II) With Polymerised Adhesive [6 mm thick] & epoxy grouting materials for filling joints including spacer-2 mm [Applied directly over finished artificial stone floor/ mosaic etc.](B) Light Colour
1.5
1369
2053.5
Page No. 47, Item No. 3
-
-
-
supplying and laying polythene Sheet ( 150 gm / sq.m) over damp proof couse or below flooring or roof terracing or in foundation trenches.
243
24
5832
Page No.- 304 (PWD roads), Item no.- 13.03
-
-
-
Providing weep holes in brick masonary/ plain/Reinforcement concrete abutment, wing wall/ return wall with 100 mm dia AC pipe ,extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specifications.
183
115
21045
Add 18% GST (Sl No. 1 to 79)
1
1989688
1994526.55
Add 1% Welfare Cess
1
130752
130752.3
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