Rajasthan State Road Development And Construction Corporation Limited Tender
If you're looking for Rajasthan tenders online and are tired of typing tender ID over and again or going through the cumbersome government websites for it, you are in luck. We have collated every Eproc Rajasthan tender on BidAssist. And for any queries related to an e-tender Rajasthan, like bidding process, registration process, etc., are explained below. Read on.
Costs
EMD
₹ 11,00,000Document Cost
₹ 5,900Tender Fee
₹ 2,500
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_RSRDC_431583_1Tender No
RSRDC NIT 321/2024-25Tender Authority
Rajasthan State Road Development And Construction Corporation Limited ViewPurchaser Address
-Website
http://http://roads.rajasthan.gov.in/content/raj/roads/en/home.html
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
All kinds of soil
13.02
34
443
Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidating each deposited layer by ramming and watering including lead upto 50Mtr. With all lift.
85.99
64
5503
Supplying and Filling in plinth with blown sand under floors including watering ramming consolidating and dressing complete including cost of sand.
540
450
243000
Carrige of Earth,Sand ,line morrum,manure or sludge UP to 50 m.
57.23
23
1316
Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) .
56.36
47
2649
Supplying chemical emulsion in sealed containers including delivery as specified.
-
-
-
Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
31.3
243
7606
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
19.63
2307
45286
Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Arches, arch ribs, domes, vaults, shells, folded plate, chimneys, shafts , roofs having slope more than 15º ,vertical and horizontal fins individually or forming box louvers, facias and eaves boards M20 grade Nominal Mix / Design Mix
-
-
-
All work up to plinth level.
-
-
-
M25 grade Design Mix by using min 410 Kg of cement per cum of concrete
144.24
2830
408199
All works above plinth level upto floor V level
-
-
-
M25 grade Design Mix by using min 410 Kg of cement per cum of concrete
134.05
3358
450133
Centering and shuttering
-
-
-
Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation in basements rafts, footings, straps beams, bases of columns etc. up to plinth level.
22.2
157
3485
Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of formwork for upto floor V level for :
-
-
-
Suspended floors, roofs landings staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam etc.
-
-
-
Suspended floors, roofs, landings, balconies and access platform
474.35
340
161279
Lintels, beams, plinth beams, girders, bressumers and cantilevers
373.77
340
127082
Weather shade, Chajjas, corbels etc., including edges
17.31
340
5885
Columns, pillars, posts and struts etc.
211.95
375
79481
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor V level.
-
-
-
Thermo-mechanically Treated bars(Conforming of relevent IScode)
37664.44
77
2900162
STRUCTURE STEEL WORK
-
-
-
Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.
-
-
-
Hot finished welded type tubes.
577.5
100
57750
MASONRY WORK
-
-
-
Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30CM thick wall in:
-
-
-
Cement mortar 1 : 6 (1 cement : 6 sand)
7.43
2278
16926
Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand)
98.48
4570
450054
Half brick masonry in Superstructure , above plinth level upto floor V level using bricks of designation 75 Cement mortar 1 : 4 (1 cement : 4 coarse sand)
75.55
133
10048
Add extra providing and placing in position 2 Nos. ,6mm Ø M.S. bar at every third course of half brick masonry .
75.55
64
4835
FLOORING
-
-
-
Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match the shade of the granite slab complete including rubbing and polishing of : Jhunjhunu / Jalore (Red/Choclate/Black/Pink Colour) Above 3601 Cm2 Slabs
10.41
2961
30829
Extra for providing edge moulding to 15-18mm thick marble/ Granite stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
-
-
-
Granite Work (Full Edge moulding )
16.9
233
3938
Extra for providing opening of required size & shape for wash basin / kitchen sink in kitchen platform, vanit counters and similar location in marble / stone work including necessary holes for pillars taps etc. including rubbing and polishing of cut edge etc. complete.
4
256
1024
Polished Blue Kota Stone flooring skirting, laid over 20mm thick base of C.M. 1:4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete :
For area of each slab from 2001 to 5000 Sq.Cm
(a) 25mm thick slab. Extra for Mirror polishing on terrazzo/Kota stone work where ever required to give high gloss finish complete.
25.09
1084
27210
Providing and fixing 1st quality MAT finished ceremic tile size 400x400mm confirming to IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4).
18.9
756
14294
Providing and fixing 1st quality standard Marble printed / Granite shade or dark shade Mat Finished tiles confirming to IS : 13753 & IS :15622 of size Above 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar).Extra for using Marble printed / Granite shade or dark shade tiles instead of white, grey, ivory, fume red brown, light green, light blue and other light shades in glazed tiles and MAT finished tiles.Extra for using size above 200x300mm in glazed tiles and for using 400mm x 400mm MAT finished tiles in place of 300mm x 300mm size.
73.33
721
52893
P & F 1st qualityHeavy Duty Vitrified Polished Digital tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete.
-
-
-
size 600 mm X 1200mm
393.17
1348
530190
Cement concrete flooring grade 1:2:4 (1-cement : 2-coarse sand : 4-graded stone aggregate) rounding off edges etc. but excluding the cost of nosing of steps etc. complete :
-
-
-
40mm thick with 20mm thick nominal size aggregate.
20.25
186
3784
Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40mm wide and 4mm thick
60.75
31
1883
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) Light shade using shade cement.
22.8
511
11662
DOOR WINDOW WORK
-
-
-
Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure 'A' :35 mm thick . Commercial Veneer both side
16.38
1991
32613
Extra for providing external lipping with 2nd class teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Over item no. 8.13.
16.38
141
2310
Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge : Profile B
23.1
429
9910
Providing and fixing M.S. sheet single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint M.S. Sheet 20 S.W.G
2.1
2869
6025
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
75.6
503
38027
ALUMINIUM WORK & PVC WORK
-
-
-
Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.
20
328
6560
Providing and fixing aluminum work for doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285, fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing /paneling , C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and the directions of Engineer- in – charge .(Glazing and paneling to be paid for separately)
-
-
-
Powder coating aluminum ( minimum thickness of powder coating 50 micron)
373.68
351
131162
For shutters of openable doors ,windows & ventilators including providing & fixing hinges / rollers etc. and making provision for fixing of fittings wherever required (lockes shall be paid for separately).
-
-
-
Powder coating aluminum ( minimum thickness of powder coating 50 micron)
280.26
381
106779
Providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade ) particle board Grade I, Type II conforming to IS : 12823 bonded formaldehyde synthetic resin ,of approved brand and manufacture in paneling fixed in aluminium doors ,windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and direction of engineer-in-charge.
-
-
-
Prelaminated particle board with decorative lamination on both sides.
12.1
1092
13213
Providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with PVS / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(Cost of aluminium snap beading shall be paid in basic item.)
-
-
-
With glass panes of 5.0 mm thickness (weight not less than 13.50kg/sqm) as per IS : 2835..
106.86
902
96388
Providing and fixing expanded grill made of aluminum as per design and drawing having members section of size 7.5mm x 6.0mm and opening of size 75mmx72mm to aluminum window/vent with required screws, Y and H aluminium sec (as per drawing) at the ends and middle joints respectively complete in all respect as per direction of engineer in charge. Powder coating aluminum ( minimum thickness of powder coating 50 micron)
46.71
1843
86087
S&f fixed wire gauge of stainless steel of 14 mesh x 24 gauge to the aluminium window by Aluminium beading 20x3mm with suitable screws at not exceeding 150mm distance at all heights with all lead and lift with scafolding.
57.42
925
53114
Providing and fixing curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P.brass screws and wooden plugs, etc., wherever necessary complete: 20 mm dia
42.9
266
11411
FINISHING
-
-
-
Plaster on new surface on walls in cement sand mortar 1:6 including racking of joints etc. complete fine finish : 12mm thick .
2456.27
135
332825
6 mm thick cement plaster to ceiling of mix 1:3 (1cement : 3-fine sand)
1893.34
114
216787
Making grooves as per design in plaster 10mm to 20mm wide.
810
7
5670
Finishing walls with textured exterior paint of required shade as per approved colour complete as per manufacturers specifications including primer coat and protecting coat including scaffolding and safety provision
-
-
-
Trowel Finish av. thickness 1000 to 1200 microns.
428.17
347
148575
Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding: :Two or more coats on new work including preparation of base with primer, putty, lippy complete in all respect.
6761.45
80
540916
Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete
7189.62
84
603928
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade
-
-
-
Two or more coats on new work
47.25
69
3260
WATER PROOFING
-
-
-
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :
81
98
7970
Making khurras 450 x 450mm with average minimum thickness 50mm cement concrete 1 : 2:4 over P.V.C. Sheet 1 Mtr. x 1 Mtr. x 40micron finished with 12mm cement plaster 1 : 3 and one coat of neat cement, rounding edges and making and finishing the out let complete.
160
112
17920
Grading roof for water proofing treatment with water proffing compound
-
-
-
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
47.23
2313
109252
Providing & laying broken glazed titles on roof ( broken glazed tiles not less than 9 Kg/Sqm) on top of hot bitumen @ 1.7 Kg/Sqm. (1.40 Kg of VG-40 (30/40 )grade and 0.30 Kg/Sqm. Of VG-10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of Engineer-in-charge.
472.34
317
149732
Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : i) Ist course of applying cement slurry @ 4.4 Kg/sum mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. ii) IInd course of 20mm cement plaster 1:3 (1 cement: 3 coarse sand) mixed with water. proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg per sqm. of area. iv) IVth course of 400 micron thick PVC sheet .(Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.)
80.83
513
41466
Filling of sunk portion of roof with earthen pots of required height including filling voids with 1:3:6 light concrete, using brick bats complete levelling and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification.
80.83
1024
82790
Providing and Fixing Chiken wire mesh at the joint of masonry members/ R.C.C. Members with Nails complete in all respect.
810
77
62370
EXPANSION JOINT
-
-
-
Providing and fixing Aluminum sheet 2 mm thick and 150 mm. Wide over expansion joint with fixing rowl plug and aluminum screws as per designs to match the colour shade of the distemper or wall treatment.
88.2
409
36074
Providing and fixing expansion joint board for building RCC column beams, walls, slab of Polyethylene foam of density 30 to 35 Kg/m3 of Armour Board. 40 mm Thick
17.64
717
12648
Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : Serrated with central bulb (225 mm wide, 8-11 mm wide)
88.2
496
43747
Supplying and providing of two components poly sulphide sealant containing solid contents, confirming to standard specification and approved compatible primer, for priming vertical faces prior to application of poly sulphide sealant including all LABOUR charges for sealing of expansion joints after drill mixing of two components sealing compound. Cleaning and preparation of expansion joint using wire brush sand papering with emery paper and filing with suitable mechanical means. The work includes racking and cleaning of joints, sticking, debonding tape on bottom of joint, applying primer on edges, using masking tape on edges, providing of sealant and removal of masking tape immediately after providing sealant in joint.
-
-
-
To vertical joint between RCC columns, bricks & stone masonry in size 40 mm width and 12 mm depth, including providing back up MATERIAL (Thermocoal foam) if required.
45
828
37260
To joints in flooring, as per drawing with first layer of poly sulphide sealant in size 20 mm width and 10 mm depth over PE Foam and then providing polyethylene foam back up rod 25 mm dia size and finally providing another layer of poly sulphide sealant in size 20 mm width and 10 mm depth over P.E. back up rod as per application procedure and direction of Engineer-in-charge.
45
865
38925
ROAD WORK
-
-
-
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401, with 20 Km lead )
-
-
-
for grading- II Material
90
390
35100
Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
90
1250
112500
PLUMBING WORK
-
-
-
INTERNAL PLUMBING
-
-
-
P & F European type white glazed vitreous china 1st quality W.C. (IS : 2556 Mark) including cutting and making good the wall and floor.
Wall Mounting
2
3457
6914
P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor:
-
-
-
Size 580x440mm.
2
3080
6160
P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete.
-
-
-
Flat Back (large) or half stall size 610x400x80mm.
2
4637
9274
P&F Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm.
Makrana `Adanga` or Raj Nagar 1St Quality White or Andhi Indo-Italian marble.
2
801
1602
Providing & Fixing Concealed cistern with Floor mounting frame and flush plate of superior quality and approved sample by Engineer-in-charge.
2
8187
16374
P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball (IS: 1703 mark) complete including cutting and making good the wall:
PVC with PVC bend and superior internal fittings as per IS : 7231.
2
1645
3290
P & F C.P. brass Urinal Flush Pipe set complete with flanged brackets of approved make.
-
-
-
For 1 Urinal
2
504
1008
P & F WVC wash basin (1st quality, I.S. : 2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS : 8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall.:
-
-
-
Size 630 mm x 500 mm dia for counter top
2
3265
6530
P & F Bevelled edge Mirror/mirror with teak wood lipping around of special glass of approved make (Atul, Modi Guard, Saint Gobin or equivalent) complete with 6mm thick commercial ply base fixed to wooden screws & washers.
-
-
-
Other sizes
0.67
1538
1025
Providing and fixing Superior quality CP Brass fittings of approved make as per direction of Engineer-in-charge
-
-
-
Swan neck pillar cock 15 mm nominal size (Wash Basin)
2
1580
3160
Bib Cock with long thread 15 mm nominal size (Toilet)
4
823
3292
Two way Bib Cock 15 mm nominal size (Toilet)
2
1174
2348
Angular stop cock with long thread 15 mm nominal size
15
762
11430
Double coat hook
4
823
3292
P & F 15 mm. Dia Connection Pipe of approved quality/make :
PVC pipe with C.P. Brass nuts upto length, 450mm
15
136
2040
P & F Jet spray for water closet with C.P. Copper Tube flange of approved make.
1
381
381
P & F C.P. Health Faucet with 1Mtr. Long Tube & Hook of approved make and heavy as per direction of Enginner-in-Charge
2
605
1210
P & F Liquid Soap Container with brackets complete of approved make:
-
-
-
Synthetic MATERIAL of approved quality/make:
2
164
328
P & F Towel Rail or Ring of approved quality/make:
-
-
-
C.P. brass Towel Rail elbow type with concealed screws size 450mm (Heavy duty).
2
468
936
SOIL, WASTE & VENT SYSTEM
-
-
-
Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make
-
-
-
110 mm dia
50
336
16800
75 mm dia
75
167
12525
Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make
-
-
-
Bend 87.5 Dg.
-
-
-
110mm dia
9
155
1395
Door Bend 87.5 Dg.
-
-
-
110mm dia
9
193
1737
75mm dia
13
124
1612
Multi floor trap
-
-
-
110mm dia
3
241
723
Nahni Trap with Jali
-
-
-
110mm dia
2
171
342
Coupler
-
-
-
110mm dia
17
108
1836
75mm dia
25
72
1800
Vent Cowel
-
-
-
110mm dia
1
59
59
75mm dia
2
48
96
Single 'Y'
-
-
-
110mm dia
7
278
1946
75mm dia
10
144
1440
Single 'Y' with Door
-
-
-
110mm dia
7
348
2436
75mm dia
10
187
1870
Pipe Clip
-
-
-
110mm dia
5
31
155
75mm dia
9
18
162
W.C. Connector (Bend) with ring
-
-
-
110mm dia
4
226
904
Double Tee (4 Ways)
-
-
-
110mm dia
5
367
1835
75mm dia
7
212
1484
Extra Round Jali -110mm dia
5
26
130
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,)
-
-
-
32mm nominal size
9
476
4284
RAIN WATER DRAINAGE SYSTEM
-
-
-
P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.
-
-
-
110 mm dia
75
282
21150
P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:
-
-
-
Coupler
-
-
-
110mm dia
25
108
2700
Door Tee
-
-
-
110mm dia
4
213
852
160 mm dia
4
229
916
Bend 87.5°
-
-
-
110mm dia
4
161
644
160 mm dia
4
177
708
Vent Cowel
-
-
-
110mm dia
4
56
224
160 mm dia
4
76
304
Door Cap
-
-
-
110mm dia
4
62
248
160 mm dia
4
79
316
Pipe Clip
-
-
-
110mm dia
19
36
684
Top Tile& strainer
-
-
-
110mm dia
4
80
320
INTERNAL WATER SUPPLY SYSTEM
-
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) [Internal work]
-
-
-
15 mm nominal size
22
279
6138
20mm nominal size
11
289
3179
25 mm nominal size
23
376
8648
32mm nominal size
22
476
10472
P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :
-
-
-
Gun metal 25 mm nominal bore.
4
529
2116
Gun metal 32 mm nominal bore.
4
703
2812
Fixing water meter (IS: 779 mark) and stop cock in G.I. pipe line including making chamber of approved size excluding cost of water meter & stop cock.
1
308
308
P & F water meter (IS : 779 mark) of approved make.
-
-
-
25 mm dia
1
2378
2378
P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design:
-
-
-
1000 litres capacity.
3
7841
23523
Hoisting Charges for each floor :
-
-
-
For items 2.26.5 to 2.26.8
18
157
2826
SEWERAGE & DRAINAGE SYSTEM
-
-
-
Excavating trenches of required width for pipe cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr.:
-
-
-
ORDINARY ROCK
-
-
-
Pipes cables, etc. exceeding 80mm dia but not exceeding 300mm dia.
70
399
27930
Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) all around S.W. pipe including 15 Cm. thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm.)( Excluding cost of pipe)
-
-
-
150mm dia. pipe
22
388
8543
200mm dia. pipe
15
354
5313
250mm dia. pipe
15
499
7488
300mm dia Internal
18
558
10049
Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete :
-
-
-
150mm dia Internal
22
600
13200
200mm dia Internal
15
674
10110
250mm dia Internal
15
891
13365
300mm dia Internal
18
991
17838
Providing & fixing S.W. square mouth Gully trap `A` grade (IS 651-1992 marked) of approved make & design in existing man-hole.
-
-
-
Size 150 X 100mm
2
195
390
Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5 10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead.
-
-
-
Depth up to 0.5 M
5
3914
19570
Add extra over item 3.20.1 for every additional 0.10m depth above 0.5 m depth.
7
135
948
Construction of Man hole, in all types of soil, inner size 1.5 x 1.2 M, with 450mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20mm thick inside plaster in CM 1:6, finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring making channels, 80 mm thick stone slab covering with 40 mm thick M-15 grade C.C. flooring, Ferro Cement cover with frame of 450mm dia, earthwork etc. complete including disposal of surplus earth within 50 mtr. lead as per design :
-
-
-
Depth up to 1.5 M
7
17216
120512
Add extra over item 3.21.1 for every additional 0.10m depth above 1.5 m depth .
7
551
3863
Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.
-
-
-
Size 450 x 450mm depth upto 0.5 M Cement cover with frame Deduct for using brick work 230 mm thick in place of 300 mm thick stone masonry
5
1264
6320
P & F M.S. Foot Rests in with C.M.,1:3, standard design in 20mm square M.S. bar 50 mm embedded in wall & 10 cms. projected out complete.
72
172
12427
Construction of Open Surface Drain with 112mm thick brick masonry in CM 1:4,110mm thick base concrete 1:5:10, 37mm thick M-15 grade C.C. flooring ,12mm 1:4 cement plaster on all exposed faces of walls including top surface excavation & disposal of earth complete as per approved design/drawing:
-
-
-
250mm drain,300mm Av. depth
7
236
1656
RAIN WATER HARVESTING
-
-
-
Construction of tubewell up to 100m depth and above to accomodate housing and assembly pipe in all types of alluvium strata by rotay drilling method with "code of practice for construction and testing of tubewells (IS:2800 (Part-II) : 1991 and IS:2800 (Part-II) :1979 both amended up to date) with supply of bail plug if necessary.The work will not include cost of housing pipe and strainer pipe assembly cost, gravel and development work. Work would be deemed completed only after obtaining sound free water during pumping.
-
-
-
250 mm nominal bore
120
1597
191640
Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required.Diameter 900 mm
40
266
10640
Supply & lowering air line of 25mm dia, G.I. pipe 'B' class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc.
120
300
36000
Supply and lowering vent air pipe 63mm dia rigid PVC pipe(IS 4985) mark class II (4kg per cm2 ) with required all necessary fittings including perforation of 3 to 5 mm size all around the pipe at a distance of 180 to 220mm in zig zag fashion and making air vent
at top complete as per direction of Engineer incharge.
40
154
6160
Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids of size 9 to 12 mm
10
1997
19970
Circular shape 560 mm dia precast R.C.C. manhole cover with frame - H.D. - 20
2
2900
5800
Construction of tubewell up to 100m depth and above to accomodate housing and assembly pipe in all types of alluvium strata by rotay drilling method with "code of practice for construction and testing of tubewells (IS:2800 (Part-II) : 1991 and IS:2800 (Part-II) :1979 both amended up to date) with supply of bail plug if necessary.The work will not include cost of housing pipe and strainer pipe assembly cost, gravel and development work. Work would be deemed completed only after obtaining sound free water during pumping.
-
-
-
200 mm nominal bore
180
1198
215640
Construction of tubewell up to 100m depth and above to accomodate housing and assembly pipe in all types of alluvium strata by rotay drilling method with "code of practice for construction and testing of tubewells (IS:2800 (Part-II) : 1991 and IS:2800 (Part-II) :1979 both amended up to date) with supply of bail plug if necessary.The work will not include cost of housing pipe and strainer pipe assembly cost, gravel and development work. Work would be deemed completed only after obtaining sound free water during pumping.
-
-
-
150 mm nominal bore
90
799
71910
P & F M.S. Foot Rests in with C.M.,1:3, standard design in 20mm square M.S. bar 50 mm embedded in wall & 10 cms. projected out complete.
10
223
2230
EXTERNAL WATER SUPPLY (WITH GARDEN IRRIGATION)
-
-
-
Excavating trenches of required width for pipe cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr.:
-
-
-
ORDINARY ROCK
-
-
-
Pipes cables etc. not exceeding 80mm dia
291
162
47142
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge.
(External work).
-
-
-
25 mm nominal outer dia pipes
30
262
7860
32mm nominal outer dia pipes
44
343
15092
40mm nominal outer dia pipes
90
471
42390
50mm nominal outer dia pipes
127
757
96139
P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :
-
-
-
Gun-metal 25mm nominal bore.
8
529
4232
Gun-metal 32mm nominal bore.
4
703
2812
Gun-metal 40mm nominal bore.
3
1074
3222
Gun-metal 50mm nominal bore.
3
1464
4392
Gun-metal 65mm nominal bore.
2
1783
3566
Gun-metal 80mm nominal bore.
1
2670
2670
Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.
-
-
-
Inside size 300 X 300 mm depth upto 0.5 M Cement cover with frame.
12
699
8388
Inside size 450 x 450mm depth upto 0.5 M Cement cover with frame
6
1772
10632
Inside size 600 x 450mm depth upto 0.5 M Cement cover with frame.
3
2669
8007
SEWERAGE & EFFLUENT TREATMENT PLANT
-
-
-
"RUIDP Technology – WWTP”
-
-
-
Design, supply, erection, installation, jointing, testing, trial run, commissioning and operation & Maintenance for 5 years, including Defect Liability period of one year, of prefabricated micro Sewage Treatment Plants based on RUIDP Technology for inlet parameters (pH-6.5-7.5; BOD5@ 20-degreeC - 300 mg/I; COD-650 mg/I; TSS - 600 mg/I; TKN-55 mg/I) and outlet parameters (pH - 6.5 - 9.0; BOD5@20 degree C - 10 mg/I; COD - = 50 mg/I; TSS - =20 mg/I; N-Total - = 10 mg/I & Fecal Coliform - 100 MPN/100 ml) complete in all respect as per specifications and following components: - (A) Integrated Pretreatment Unit (IPU): Comprising Coarse & Fine Screens and Grit Separator units. The fine screen - 2 Nos. (1W+1S) installed in sequence shall be made in SS-316 using flat bars of 3 mm thick, 50 mm wide and spacing of 5 mm, tear shape and dimensions of the bar screen as per design. The grit separation unit shall also be provided in SS -316 with interconnecting pipeline made of adequate dia. of HDPE PE-100 PN-6 as per IS 14333 (amended up to date), necessary fittings while maintaining the hydraulic levels with capacity of removing grease, oil and grit particles. (B) Primary Treatment Unit (PTU): Shallow settling unit consisting of stacked offset trays of Tubes of hexagonal chevron shape, assembled and installed within a Tank made of Mild Steel sheet conforming to IS 1730, 2004(latest version) of required thickness (not less than 5mm) & MS Angle (min. 8mm thick) frame conforming to IS 800, 2007 (latest version) with FRP lining from inside and epoxy corrosion resistance paint on the outer surface having dimensions as per standard design & drawing with necessary support elements for support of the Tube Deck Media. A conical section with adequate slope (1: 10) for sludge to settle and flow down into the sludge storage tank shall be provided. Detention time in PTU shall be minimum 45 min., angle of inclination of Tube Deck – 55 to 60 degree. (C) Secondary cum Biological Treatment Unit: Secondary cum Biological Treatment Unit in Mild Steel sheet / plate of designed thickness (not less than 5mm) conforming to IS 1730, 2004 (latest version) & MS Angle (min 8mm thick) frame conforming to IS 800, 2007 (latest version) with FRP lining from inside and epoxy corrosion resistance paint on the outer surface having designed dimensions with baffled compartment or units in series including safety rails and walking platform etc. complete. The arrangement of bio reactor shall be divided in three zones (Aerobic, Anoxic and Anaerobic).
-
-
-
1. Floating rafts of appropriate size as per the provided drawing made of natural materials like bamboo or buoyant material with hydrophytic plantation on top to be installed in the upper most layer Bulrush, Water Arun, Pickerelweed, Marsh Hibiscus, Narrow leaved Cattails, Flag Iris etc. of required quantity / numbers.
-
-
-
2. Middle Layer comprising of non-organic media support immobilized with aerobic bacteria. The media for support shall be alumina or ceramic based of cylindrical or spherical shapes with minimum 50% porosity to allow favorable bacteria for immobilization and colony formation. Total Depth of the middle layer shall be as per design with percentage fill of the media ranging between 35-50% depending on the hydraulic conductivity of the packed bed media column to cater to the peak flow. The average mean diameter of the media elements shall range between 5- 20 mm. The total depth shall be minimum 900 mm. Also supply and placing of approved nonorganic media in three layers of required depth, with supporting arrangement and UPVC / FRP lined MS grating separator for media etc. complete as per direction of Engineer.
-
-
-
3. Bottom Most Layer: The media has infinitesimal shapes and a protected surface area of not less than 900 m2/m3. Comprising of thermosetting resin polymer media with infinitesimal shape. Minimum % fill of 35% and the Middle and Bottom layer shall be separated using retractable strainers made in UPVC or FRP lined MS grating for providing support for middle layer media the same support shall be provided for the bottom most layer. Manual Micro Screen 1mm (1W +1S) in SS-316 at the outlet of secondary unit.
-
-
-
(D) Tertiary Treatment Unit of Reed Bed (Vegetative Filter – Horizontal Flow Wetland): Design, supply and erection of precast concrete Reed Bed of required size and depth with partitions opening from top and bottom & gravel filter media packing to allow sinusoidal flow and planting / placing of hydrophyte plants of required quantity / number as per design & drawing. The tank shall have partitions opening from top and bottom in alternate arrangement to provide sinusoidal flow. A drain valve arrangement shall be provided to collect the wash out sludge during any maintenance event. Filter Media: - Filter media of required distribution and proportion to be filled in the Tertiary Treatment Unit (as per deign requirement to fill to the top water level), required hydrophytic plantation & impregnating inside the Tertiary Treatment Filter Bed. (Umbrella Palm & Caina Indica) Bio consortium media comprising of Bacillus sp, bacteriofaciens sp, Phosphatidis sp, Nitrobacter sp, and other Nutrient removing species in wetland systems. Note:-The design norms and hydraulic detention calculation shall be as per the CPHEEO/ Ministry of Urban Development / US EPA technology document. The STP shall be designed as per the latest CPCB/MoEF Guidelines/ NGT order. (E) Sludge Storage Tank: Design, supply and installation of HDPE Sludge Storage Tank of required capacity as per design & drawing for holding primary and secondary sludge including sludge recirculation arrangement to Secondary Unit and disposal to Mechanical Volute Press for dewatering etc. complete as per design & drawing. (F) UV Disinfection System: Design, supply and installation of required number of online UV disinfection system of required intensity & saturation rating of at least 60,000 uw sec / cm2 to achieve guaranteed fecal coliform in outlet less than 100MPN/100ml. (G) Treated Waste Water Tank: Design, supply and installation of HDPE tank of required capacity for holding treated waste water for reuse in gardening, pavement / street washing etc. as specified in Rajasthan Sewerage Policy 2016. (H) Sludge Dewatering System: Design, supply and installation of Mechanical Volute Screw Press of SS-316 of required capacity for sludge dewatering system and solid sludge converted to cakes and stored in bags. The unit shall be installed as per Vendor specification. (I) Electro-Mechanical-Instrumentation System: Design, supply, installation, erection trail run etc. of duty conditions with piping arrangements as per design & drawing for continuous pumping all types of sewage from nearby manhole / sump to Integrated Pre Treatment Unit.
-
-
-
1. Integrated Pre-Treatment Unit: One no. of integrated PTU of required capacity and as per standard design & drawing for screening & grit separation. The unit shall be installed and erected as per Vendor specification.
-
-
-
2. Sludge Re-cycling / Transfer Pump: Two nos. (1W + 1S) Vertical Submersible non-clog, single stage, bottom suction type driven by single speed submersible motor of required duty conditions with piping arrangements as per design & drawing for pumping of sewage sludge from sludge storage tank for recirculation to pre-treatment unit and to mechanical dewatering system through piping network with timer switch operated motorized valve.
-
-
-
3. Sludge Dewatering Machine: One unit of required capacity as and as per design & drawing of Volute Type Screw Press of SS-316. The unit shall be installed and erected as per Vendor specification.
-
-
-
4. Supernatant Recycling Pump: Two nos. (1W + 1S) Vertical Submersible non-clog, single stage, bottom suction type driven by single speed submersible motor of required duty conditions with piping arrangements as per design & drawing for pumping and transfer of supernatant from Dewatering Unit to Integrated PTU.
-
-
-
5. Treated Effluent Pump: Two nos. (1W + 1S) Vertical Submersible non-clog, single stage, bottom suction type driven by single speed submersible motor of required duty conditions with piping arrangements as per design & drawing for pumping of treated effluent / wastewater to Drip Irrigation for gardening / horticulture or to pavement / street washing system etc.
-
-
-
(J) Pipelines & Valves: All pipelines for the WWTP shall be of HDPE PE100 & PN6 grade as per IS 14333:2022 (with latest amendment) of required size and length and all Valves made of CI/DI, either motorized or normal of required size as per design & drawing. (K) Electrical Units: Design, supply and installation complete in all respect - Source of Power preferably from existing nearby power supply point equipped with 415 Volts, 3 Phase, 4 Wire power supply to meet up the WWTP requirement by establishment of electrical system to cater needs of various process units and other requirements. Following electrical & Instrumentation equipment are envisaged ,– LV Switchboards, Starters, Solar Panels, Cables, Cable Trays, Lighting, Earthing, PLC, Effulent Quality Monitoring Instruments (OCEMS) at Outlet as per CPCB / SPCB norms etc. Sludge Valves and Pumps shall be automated with micro PLC and shall have 10 DI, 3 DO and 5 nos. of AI and programmed in manufacture’s Workshop. (L) Solar Power System: Design, Supply, Fabrication, Installation, Testing and Commissioning of Solar Power Unit, MNRE approved of required capacity including all electrical, peripheral and mounting accessories etc. complete in all respect as per direction of Engineer. (M) Camouflaging with Fiber Sheets: The camouflaging of the MS (Mild Steel) sheet unit involving the concealment of this unit (pre-fab units) with specialized camouflaging sheets as per the projectspecific requirements. The process includes precise installation of the camouflaging sheets, and maintenance to ensure the longevity of the camouflaging with safety and environmental regulations. (N) Pavement across the WWTP Campus for access with M30 interlocking tiles minimum width 1000 mm width. (O) Operation & Maintenance: Wastewater Treatment Plant (WWTP) with specific tasks:
-
-
-
Backwashing: Regular backwashing of filtration systems to remove accumulated solids and maintain their efficiency. Media Replacement (Bio Reactor and Reed Bed): Scheduled replacement of media in the bio reactor and reed bed as required, typically every three weeks, to ensure proper wastewater treatment. Media Maintenance: Routine inspection and maintenance of media in bio reactor and reed bed, including cleaning, aeration, and adjustments to maintain performance. Electromechanical Item Maintenance: Comprehensive maintenance of all electromechanical equipment, including pumps, motors, control systems, and instrumentation. This covers preventive maintenance, troubleshooting, and repairs. Disposal of Sludge: Proper handling and disposal of sludge generated during the treatment process, adhering to all environmental regulations. Operational Hours: Operation and maintenance services shall be provided during regular working hours, with provisions for on-call and emergency response services as needed. Duration: The duration of the operation and maintenance contract will be defined in the project agreement and may include ongoing services. Reporting: The service provider shall submit regular progress reports, maintenance logs, effluent quality reports etc and incident reports to the project stakeholders. Documentation: Maintain comprehensive records of all maintenance activities, effluent quality monitoring reports, including schedules, service reports, equipment manuals, and compliance with regulatory requirements. Training: If necessary, provide training to project personnel on the safe and efficient operation of equipment and systems. Compliance: Ensure strict adherence to all relevant laws, regulations, and standards governing wastewater treatment, maintenance, and environmental compliance. Performance Standards: Performance standards and Key Performance Indicators (KPIs) to be evaluated the quality and effectiveness of the operation and maintenance services. Review: Periodic reviews and assessments of the operation and maintenance services to ensure ongoing efficiency, improvements, and compliance
-
-
-
(P) Other Ancillary works: Comprising following units;
-
-
-
Note: Boundary wall with gate of premises, Access Road to STP with Drains and Admin-cum-control-cum-laboratory-cum-office with toilet block building construction cost will not be the part of this work. But these shall be considered as per the actual site requirement and shall be the part of project.
-
-
-
Capacity of WWTP: 100 KLD
1
10716000
10716000
ELECTRIC WORK
-
-
-
Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & it's ISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thick Hot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch,Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
Short point (up to 3 mtr.)
13.8
359
4954
Medium point (up to 6 mtr.)
34.5
578
19941
Long point (up to 10 mtr..)
89.7
772
69248
Wiring of twin control light point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it's ISI marked (IS:3419-1988) accessories, round tiles, 2 Nos Hot Dipped Galvanized M.S Modular box of 1.2 mm thick with earth terminal,2 Nos10 A two way Modular switch, 3 pin ceiling rose / holder / 3 way connector ,Modular face plate with grid plate, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
Medium point (up to 6 mtr.)
5
1137
5685
Long point (up to 10 mtr.)
5
1226
6130
Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it's ISI marked (IS:3419-1988)accessories, Hot Dipped Galvanized Modular box of 1.2 mm thick with earth terminal, 10 A modular switch, 3/5 pin 6 A modular socket, Modular face plate with grid plate, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
On board
10
357
3570
Medium point (up to 6 mtr.)
10
726
7260
Long point (up to 10 mtr..)
10
920
9200
Supplying and fixing of power plug point with Modular accessories as per PWD specification for electrical Works, on hot dipped galvanized modular box of 1.2 mm thick with earthing terminal/connector on surface or in recessed with suitable size of modular face place with grid plate and cover plate including cost of ISI marked modular 16 amp. Switch (IS :3854) and 6/16 amp. socket outlet (IS:1293) making connection , testing , etc. as required. For specification of Wiring accessories refer Chapter E - 07 related item & For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
67
580
38860
Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
3x 1.5 sq.mm
54
63
3402
3 x 2.5 sq.mm
804
90
72360
2 x 6.0 sq.mm
95
140
13300
3 x 6.0 sq. mm.
20
208
4160
4 x 6.0 sq.mm
20
276
5520
1 x 10.0 sq.mm
40
136
5440
2 x 10.0 sq.mm
75
267
20025
4 x 10.0 sq.mm
75
531
39825
S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along with ISI marked (IS:3419-1988) accessories as required in recess including cutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
20 mm
50
40
2000
25 mm
30
56
1680
32 mm
3
84
252
40 mm
15
115
1725
50 mm
15
170
2550
S&F following sizes of ISI marked ( IS:14927 P - II ) PVC casing capping along with accessories like coupler, inner, outer, elbow, square box, tee etc. on surface with screws, expansion fasteners as required. Gr-1
-
-
-
20 mm x 12 mm
20
41
820
25 mm x 12 mm
20
84
1680
32 mm x 12 mm
20
64
1280
50 mm x 20mm
20
139
2780
P & F 1.2mm thick M.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm, 12 mm dia rod fan hook with 100 mm length extended on each side . All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
3
128
384
P & F 1.00mm thick M.S. Recessed concealed box, round of size 150 mm dia, depth 100 mm complete as required. All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
80
94
7520
Providing & Fixing of extra down rod of 15 mm dia . ERW (Electrical resistance welded ) of 1.6mm nominal thick medium duty steel pipe including cutting, threading, drilling, fixing quarter pin etc as reqd. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
50
212
10600
Telephone wire
-
-
-
P/Laying ISI marked P.V.C. insulated submersible cable confirming to(IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, existing pipe / open trench / Cable tray / on surface including making connection etc. as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
2.5 Sq.mm 3 core flat / Round
50
146
7300
4.0 Sq.mm 3 core flat / Round
50
214
10700
Providing & Fixing of modular type switch/ bell push duly ISI marked (IS :3854) with CM/L no. printed and made out of unbreakable and fire retardant vergin UV Stabilized Polycarbonate with brass terminals and captive screws & silver alloy contact tip with IP-20 rating ,minimum width of switch toggle( PUSH PART ) should not less then 20mm, including all as per pre approved by Engineer in charge,making connections, testing etc. as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
10 A one way switch
25
55
1375
16 A one way switch With Led Indicator
10
113
1130
5 step fan regulator 2 Module 360 dgree rotating
3
398
1194
6 A 3/5 pin shuttered socket
25
107
2675
6/16 A shuttered socket
5
176
880
Blanking plate
10
22
220
Providing & Fixing of following size mounting grid plates with cover plates made from fire retardent UV established high performance engineering plastic suitable for all universal metal boxes for front installation & removal direct fit type complete in all respect.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
1/2 Module
5
65
325
3 Module
2
86
172
4 Module
5
89
445
6 Module
5
114
570
10 Module
5
198
990
12 Module
5
214
1070
Providing & Fixing of Wiring Accessories OEM fabricated following size GI box of 1.2 mm thick with earthing terminal and adjustable floating clamp in recess/ surface suitable for modular accessories as required.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
1-2 Module
5
86
430
3 Module
2
120
240
4 Module
5
140
700
6/8 Module
5
204
1020
10/ 12 Module
4
286
1144
SUB-HEAD II - FANS ,LIGHT FIXTURES & DB's:
-
-
-
Providing & Fixing of IP20, 2'x2' LED Surface/ Recessed mounting Mid power SMD type LED Light fixture not less than 50mm housing depth made from CRCA sheet steel housing, high purity / transmisivity UV stabilized Non -yellowish diffuser for uniform light distribution. High efficiency with 4 KV internal/external surge protection BIS certified isolated driver having efficiency 85% , with Short & Open circuit protection (Integral with light fixture). System lumen efficacy of ≥ 120 lm/Watt ,THD 10 % , p.f.≥0.95,CRI 80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.).
24
2984
71616
OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in charge. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
Minimum lumen output 4200 lm
-
-
-
Providing & Fixing of IP-20 LED Recessed / Surface Mounted, Round / Sqaure SMD Mid Power LED Downlight with power coated die-cast aluminum housing with UV Stabilized non yellowish Diffuser with BIS complience 2.5 KV surge protected Isolated driver, with Short & Open circuit protection, having efficiency 85% . System Lumen efficacy of ≥ 110 lm / watt, THD 10 % , Pf.≥0.95, CRI 80, life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.).
-
-
-
OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
Recessed/Surface Mounting
-
-
-
Minimum lumen output 650 lm
2
810
1620
Minimum lumen output 1300 lm
33
1181
38973
Minimum lumen output2400 lm
50
2059
102950
Providing & Fixing of IP20 SMD Mid Power LED batten type integrated light fixture made from Powder coated Extruded aluminium housing with in built driver , System lumen efficacy ≥ 110 lm/Watt output, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD 10% , P. F.≥0.95, CRI 80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , Maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
LED Tube Light
-
-
-
1170mm(+/-10%) LED batten with min. lumen output 2200 lm
6
492
2952
Providing & Fixing of IP20 SMD Mid Power LED batten with integrated box (min.1200mmx40mmx60mm including reflector) with replacable driver fixture made from Powder coated Extruded aluminium housing ,Min. lumen output 4400 lm, System lumen efficacy ≥ 110 lm/Watt output, internal surge protection of 4.0 KV with Short & Open circuit protection,THD 10% , P. F.≥0.95, CRI 80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , Maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing.
-
-
-
Providing & Fixing of IP20 SMD Mid Power LED batten type integrated light fixture made from Powder coated Extruded aluminium housing with in built driver , System lumen efficacy ≥ 110 lm/Watt output, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD 10% , P. F.≥0.95, CRI 80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , Maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
570mm (+/-10%) batten with min. lumen output 1000 lm
1
405
405
Providing & Fixing of BEE Star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan Conforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
1200 mm Sweep BEE 1 Star rated (service value =4.0 to 4.5 )
3
1890
5670
Providing & Fixing of 450 mm Sweep Oscillating type Wall mounting / Pedestal type fans with Three speed, ON and OFF position, Sintered Iron bush oil impregnated, with metal front and back 120 or more ribs guard; Three no. Aluminium blades, minimum Air delivery 100 Cum. / Minute , Minimum Service Value 1.11 Cum./min/watt, noise level should be = 75 dB, power consumption = 120 watts, motor protection through thermal overload protection device, including fixing with anchor bolts, making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
10
4969
49690
Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door ( Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
Metal door (single phase) IK-09 and IP-43 with Metal end box
-
-
-
4 Way (4+2)
1
1795
1795
6 Way (6+2)
1
2018
2018
Metal door (Three phase) IK-09 and IP-43 with Metal end box
-
-
-
4 Way
1
3838
3838
6 Way
4
4811
19244
Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
Single pole MCB (With B/C curve tripping Characteristics)
-
-
-
6 A to 32 A rating
94
187
17578
Double pole MCB
-
-
-
40 A rating
2
900
1800
Triple pole MCB
-
-
-
6 A to 32 A rating
5
910
4550
40 A rating
5
1384
6920
Four pole MCB
-
-
-
40 A 63 A rating
5
1745
8725
Providing & Fixing of 240/415 V isolator ISI marked IS:13947-III/conforming to IEC 60947-3, suitable for AC22A utilization category, 4KV impulse withstand voltage, true contact indication, Red colour dolly / lever shall have single mould covering over all poles for operation , two position din rail mounting, minimum phase termination capacity of 35sq.mm. IP 20 contact protection and fitted in existing distribution board / sheet including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
Two pole 30 mA sensitivity
-
-
-
40 A rating
4
2942
11768
PART-B (MISCELLANEOUS WORK FOR NEW MEDICAL HOSPITAL JAISALMER)
-
-
-
Providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred welded and grinded including hold fast of steel lugs 13mm x 3mm and 15 Cm long embedded in C C block 15 x 10 x 10 Cm of 1:3:6 nominal concrete and including fixing of pivoted hinges of superior quality, window shutters made out of 50 x 25.0 mm hollow steel section 15 mm paitam of 18 gauge thickness, joint mitred and grinded including 10mm x 10mm square bars welded to frame for paitam fixing float glass 4mm thick panes with glazing clips and metal sash putty and fixing of shutters frames peg stay, U shape handle 100 mm long, tower bolts 100 mm long of steel powder coated superior quality including fixing and jointing with frame hinges priming coat with steel primer complete in all respect as per direction of Engineer-in –charge
-
-
-
Window openable.
2504.19
3803
9523435
Extra for additional shutter in pipe section windows with wire gauge 14 mesh x 24 gauge
2504.19
1654
4141930
Providing and fixing Square bars or other flat welded to window, ventilatiors etc.
20032.83
65
1302134
Making of hole in R.C.C. slab/wall/beams and masonary wall (width up to 450 mm) by core cutting machine complete as per direction of EI
-
-
-
From diameter 100mm to 150mm
1046
1107
1157922
PART-C (STP & ETP FOR NEW MEDICAL HOSPITAL )
-
-
-
RUIDP Technology – WWTP”
Design, supply, erection, installation, jointing, testing, trial run, commissioning and operation & Maintenance for 5 years, including Defect Liability period of one year, of prefabricated micro Sewage Treatment Plants based on RUIDP Technology for inlet parameters (pH-6.5-7.5; BOD5@ 20-degreeC - 300 mg/I; COD-650 mg/I; TSS - 600 mg/I; TKN-55 mg/I) and outlet parameters (pH - 6.5 - 9.0; BOD5@20 degree C - 10 mg/I; COD - = 50 mg/I; TSS - =20 mg/I; N-Total = 10 mg/I & Fecal Coliform - 100 MPN/100 ml) complete in all respect as per specifications and following components: -
(A) Integrated Pretreatment Unit (IPU): Comprising Coarse & Fine Screens and Grit Separator units. The fine screen - 2 Nos. (1W+1S) installed in sequence shall be made in SS-316 using flat bars of 3 mm thick, 50 mm wide and spacing of 5 mm, tear shape and dimensions of the bar screen as per design. The grit separation unit shall also be provided in SS -316 with interconnecting pipeline made of adequate dia. of HDPE PE-100 PN-6 as per IS 14333 (amended up to date), necessary fittings while maintaining the hydraulic levels with capacity of removing grease, oil and grit particles.
B) Primary Treatment Unit (PTU): Shallow settling unit consisting of stacked offset trays of Tubes of hexagonal chevron shape, assembled and installed within a Tank made of Mild Steel sheet conforming to IS 1730, 2004(latest version) of required thickness (not less than 5mm) & MS Angle (min. 8mm thick) frame conforming to IS 800, 2007 (latest version) with FRP lining from inside and epoxy corrosion resistance paint on the outer surface having dimensions as per standard design & drawing with necessary support elements for support of the Tube Deck Media. A conical section with adequate slope (1: 10) for sludge to settle and flow down into the sludge storage tank shall be provided. Detention time in PTU shall be minimum 45 min., angle of inclination of Tube Deck – 55 to 60 degree.
(C) Secondary cum Biological Treatment Unit: Secondary cum Biological Treatment Unit in Mild Steel sheet / plate of designed thickness (not less than 5mm) conforming to IS 1730, 2004 (latest version) & MS Angle (min 8mm thick) frame conforming to IS 800, 2007 (latest version) with FRP lining from inside and epoxy corrosion resistance paint on the outer surface having designed dimensions with baffled compartment or units in series including safety rails and walking platform etc. complete. The arrangement of bio reactor shall be divided in three zones (Aerobic, Anoxic and Anaerobic).
1. Floating rafts of appropriate size as per the provided drawing made of natural materials like bamboo or buoyant material with hydrophytic plantation on top to be installed in the upper most layer Bulrush, Water Arun, Pickerelweed, Marsh Hibiscus, Narrow leaved Cattails, Flag Iris etc. of required quantity / numbers.
-
-
-
2. Middle Layer comprising of non-organic media support immobilized with aerobic bacteria. The media for support shall be alumina or ceramic based of cylindrical or spherical shapes with minimum 50% porosity to allow favorable bacteria for immobilization and colony formation. Total Depth of the middle layer shall be as per design with percentage fill of the media ranging between 35-50% depending on the hydraulic conductivity of the packed bed media column to cater to the peak flow. The average mean diameter of the media elements shall range between 5- 20 mm. The total depth shall be minimum 900 mm. Also supply and placing of approved non-organic media in three layers of required depth, with supporting arrangement and UPVC / FRP lined MS grating separator for media etc. complete as per direction of Engineer.
3. Bottom Most Layer: The media has infinitesimal shapes and a protected surface area of not less than 900 m2/m3. Comprising of thermosetting resin polymer media with infinitesimal shape. Minimum % fill of 35% and the Middle and Bottom layer shall be separated using retractable strainers made in UPVC or FRP lined MS grating for providing support for middle layer media the same support shall be provided for the bottom most layer. Manual Micro Screen 1mm (1W +1S) in SS-316 at the outlet of secondary unit.
(D) Tertiary Treatment Unit of Reed Bed (Vegetative Filter – Horizontal Flow Wetland): Design, supply and erection of precast concrete Reed Bed of required size and depth with partitions opening from top and bottom & gravel filter media packing to allow sinusoidal flow and planting / placing of hydrophyte plants of required quantity / number as per design & drawing. The tank shall have partitions opening from top and bottom in alternate arrangement to provide sinusoidal flow. A drain valve arrangement shall be provided to collect the wash out sludge during any maintenance event. Filter Media: - Filter media of required distribution and proportion to be filled in the Tertiary Treatment Unit (as per deign requirement to fill to the top water level), required hydrophytic plantation & impregnating inside the Tertiary Treatment Filter Bed. (Umbrella Palm & Caina Indica) Bio consortium media comprising of Bacillus sp, bacteriofaciens sp, Phosphatidis sp, Nitrobacter sp, and other Nutrient removing species in wetland systems.
Note:-The design norms and hydraulic detention calculation shall be as per the CPHEEO/ Ministry of Urban Development / US EPA technology document. The STP shall be designed as per the latest CPCB/MoEF Guidelines/ NGT order.
(E) Sludge Storage Tank: Design, supply and installation of HDPE Sludge Storage Tank of required capacity as per design & drawing for holding primary and secondary sludge including sludge recirculation arrangement to Secondary Unit and disposal to
-
-
-
Mechanical Volute Press for dewatering etc. complete as per design & drawing.
(F) UV Disinfection System: Design, supply and installation of required number of online UV disinfection system of required intensity & saturation rating of at least 60,000 uw sec / cm2 to achieve guaranteed fecal coliform in outlet less than 100MPN/100ml.
(G) Treated Waste Water Tank: Design, supply and installation of HDPE tank of required capacity for holding treated waste water for reuse in gardening, pavement / street washing etc. as specified in Rajasthan Sewerage Policy 2016.
(H) Sludge Dewatering System: Design, supply and installation of Mechanical Volute Screw Press of SS-316 of required capacity for sludge dewatering system and solid sludge converted to cakes and stored in bags. The unit shall be installed as per Vendor specification.
(I) Electro-Mechanical-Instrumentation System: Design, supply, installation, erection trail run etc. of duty conditions with piping arrangements as per design & drawing for continuous pumping all types of sewage from nearby manhole / sump to Integrated Pre Treatment Unit.
1. Integrated Pre-Treatment Unit: One no. of integrated PTU of required capacity and as per standard design & drawing for screening & grit separation. The unit shall be installed and erected as per Vendor specification.
2. Sludge Re-cycling / Transfer Pump: Two nos. (1W + 1S) Vertical Submersible non-clog, single stage, bottom suction type driven by single speed submersible motor of required duty conditions with piping arrangements as per design & drawing for pumping of sewage sludge from sludge storage tank for recirculation to pre-treatment unit and to mechanical dewatering system through piping network with timer switch operated motorized valve.
3. Sludge Dewatering Machine: One unit of required capacity as and as per design & drawing of Volute Type Screw Press of SS-316. The unit shall be installed and erected as per Vendor specification.
4. Supernatant Recycling Pump: Two nos. (1W + 1S) Vertical Submersible non-clog, single stage, bottom suction type driven by single speed submersible motor of required duty conditions with piping arrangements as per design & drawing for pumping and transfer of supernatant from Dewatering Unit to Integrated PTU.
5. Treated Effluent Pump: Two nos. (1W + 1S) Vertical Submersible non-clog, single stage, bottom suction type driven by single speed submersible motor of required duty conditions with piping arrangements as per design & drawing for pumping of treated effluent / wastewater to Drip Irrigation for gardening / horticulture or to pavement / street washing system etc.
-
-
-
(J) Pipelines & Valves: All pipelines for the WWTP shall be of HDPE PE100 & PN6 grade as per IS 14333:2022 (with latest amendment) of required size and length and all Valves made of CI/DI, either motorized or normal of required size as per design & drawing.
(K) Electrical Units: Design, supply and installation complete in all respect - Source of Power preferably from existing nearby power supply point equipped with 415 Volts, 3 Phase, 4 Wire power supply to meet up the WWTP requirement by establishment of electrical system to cater needs of various process units and other requirements. Following electrical & Instrumentation equipment are envisaged ,– LV Switchboards, Starters, Solar Panels, Cables, Cable Trays, Lighting, Earthing, PLC, Effulent Quality Monitoring Instruments (OCEMS) at Outlet as per CPCB / SPCB norms etc. Sludge Valves and Pumps shall be automated with micro PLC and shall have 10 DI, 3 DO and 5 nos. of AI and programmed in manufacture’s Workshop.
(L) Solar Power System: Design, Supply, Fabrication, Installation, Testing and Commissioning of Solar Power Unit, MNRE approved of required capacity including all electrical, peripheral and mounting accessories etc. complete in all respect as per direction of Engineer.
(M) Camouflaging with Fiber Sheets: The camouflaging of the MS (Mild Steel) sheet unit involving the concealment of this unit (pre-fab units) with specialized camouflaging sheets as per the project-specific requirements. The process includes precise installation of the camouflaging sheets, and maintenance to ensure the longevity of the camouflaging with safety and environmental regulations.
(N) Pavement across the WWTP Campus for access with M30 interlocking tiles minimum width 1000 mm width.
(O) Operation & Maintenance: Wastewater Treatment Plant (WWTP) with specific tasks:
Backwashing: Regular backwashing of filtration systems to remove accumulated solids and maintain their efficiency.
Media Replacement (Bio Reactor and Reed Bed): Scheduled replacement of media in the bio reactor and reed bed as required, typically every three weeks, to ensure proper wastewater treatment.
Media Maintenance: Routine inspection and maintenance of media in bio reactor and reed bed, including cleaning, aeration, and adjustments to maintain performance.
Electromechanical Item Maintenance: Comprehensive maintenance of all electromechanical equipment, including pumps, motors, control systems, and instrumentation. This covers preventive maintenance, troubleshooting, and repairs.
Disposal of Sludge: Proper handling and disposal of sludge generated during the treatment process, adhering to all environmental regulations.
-
-
-
Operational Hours: Operation and maintenance services shall be provided during regular working hours, with provisions for on-call and emergency response services as needed.
Duration: The duration of the operation and maintenance contract will be defined in the project agreement and may include ongoing services.
Reporting: The service provider shall submit regular progress reports, maintenance logs, effluent quality reports etc and incident reports to the project stakeholders.
Documentation: Maintain comprehensive records of all maintenance activities, effluent quality monitoring reports, including schedules, service reports, equipment manuals, and compliance with regulatory requirements.
Training: If necessary, provide training to project personnel on the safe and efficient operation of equipment and systems.
Compliance: Ensure strict adherence to all relevant laws, regulations, and standards governing wastewater treatment, maintenance, and environmental compliance.
Performance Standards: Performance standards and Key Performance Indicators (KPIs) to be evaluated the quality and effectiveness of the operation and maintenance services.
Review: Periodic reviews and assessments of the operation and maintenance services to ensure ongoing efficiency, improvements, and compliance
(P) Other Ancillary works: Comprising following units;
Note: Boundary wall with gate of premises, Access Road to STP with Drains and Admin-cum-control-cum-laboratory-cum-office with toilet block building construction cost will not be the part of this work. But these shall be considered as per the actual site requirement and shall be the part of project.
-
-
-
Capacity of WWTP:
-
-
-
251-300 KLD
1
17076000
17076000
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements
Past BiddersThis list is curated from the bidders of the similar tenders in the past
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%