Works Department Tender
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Costs
EMD
₹ 1,56,900Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CERWI_60937_2Bid Award Id
ViewTender No
Online Tender/01-2020-21/BPRTender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
Approach Road
50.76
-
178.6
Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge.
-
-
-
Ground Floor
1251.58
-
647.57
Approach Road
158.63
-
647.57
Cement Concrete of proportion (1:3:6) in foundation and floors using 4cm size clean hard black broken granite stone metal of approved quality and from approved quarry including hosting lowering and laying concrete in layers not exceeding 15cm thick to the required level ramming, watering and curing etc. complete including cost and conveyance of all materials with all taxes and royalty and all labour, cess with T&P required for the work etc. complete including dewatering if required as per direction of the EIC.
-
-
-
Ground Floor
112.89
-
4170.93
Approach Road
131.13
-
4170.93
Random Rubble stone Masonary in cement mortar (1:6) in foundation and plinth with using hard black broken granite stone of approved size and quality and from approved quarry including splays cutting circular moulding & similar such type of work with necessary projections, chamfering and corbelling watering and curing etc. complete including cost and conveyance of materials with all taxes and royalties and labour, cess with T&P required for the work etc. complete as per direction of E.I.C.
189.45
-
3250.7
Cement Concrete of proportion (1:2:4) in using 12mm size crusher broken granite chips of approved quality from approved quarry including hoisting, lowering & leveling in position to required level including frame work where necessary ramming and leveling curing dewatering with cost, conveyance, taxes, royalty, Cess, labour of all materilas and including hire & running charges of machineries T&P required for the work as per the specification and direction of Engineer-in-charge.
54.49
-
6166.81
RCC of design mix of M-250 grade of controlled qulity having cube strength of 250kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 16/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10 mm. to 20mm. sizes & proportion as specified in clause-302.6.2 of IRC 21/1987, IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved
-
-
-
quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves, fan hooks wherever necessary including cost, conveyance royalties, Cess and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)
-
-
-
Column Base (Ground Floor)
143.92
-
5631.29
Column (Ground Floor)
16.58
-
12630.83
Column (First Floor)
16.26
-
13814.44
Column (Second Floor)
1.65
-
15230.81
Plinth Band (Ground Floor)
20.47
-
5990.05
Beam (Ground Floor)
27.9
-
12630.83
Beam (First Floor)
16.85
-
13814.44
Beam (Second Floor)
9.5
-
15230.81
Roof Slab (Ground Floor)
32.05
-
9565.92
Roof Slab (First Floor)
34.43
-
10160.6
Roof Slab (Second Floor)
2.46
-
10870.24
Ramp (Ground Floor)
20.75
-
10716
Lintel (First Floor)
5.28
-
9626.26
Lintel (Second Floor)
0.54
-
10171.58
Chajja (First Floor)
38.23
-
867.61
Chajja (Second Floor)
1.74
-
941.56
Staircase (Ground Floor)
4.94
-
10716
Staircase (First Floor)
4.94
-
11630.17
Supply of HYSD bars confirming to approved grade cutting bending , binding, lapping, splicing, welding etc. (conforming to ISI specification ) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance, Cess of tor steel & binding wires of 18 to 20 gauge ( as approved by the Deptt. ) etc. complete (Weight of binding wire shall not be considered for payment at all which will be bome by the contractor (standard CO-efficient of different size of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC - 21/1987) as per direction of the Engineer in charge.
-
-
-
Ground Floor
296.46
-
6209.62
First Floor
105.24
-
6232.13
2nd Floor
23.01
-
6255.77
Flyash brick masonary in cement mortar (1:6) in foundation and plinth and basements and cemental floor bed plinth molding and similar such types of works with all necessary projections using K.B. bricks of (25 cm x 12 cm x 8 cm) size having crushing strength not less than 75Kg. Per Sqcm. Including splays, cutting, circular moulding, chamfering corbelling watering curing for 7 days after immersing the bricks in water for six hours before use etc. complete including cost, conveyance of all materials and labour, royalty, cess with T&P required for the work with all taxes and royalties etc. with all T&P complete in all respect as per direction of the Engineer in charge.
-
-
-
Ground Floor
39.62
-
4259.04
First Floor
102.13
-
4511.02
2nd Floor
27.9
-
4800.79
20mm (3/4") thick cement plaster with cement mortar (1:6) to stone masonary after racking out the joints including watering & curing for seven days with cost and conveyance of all materials and labour with T&P required for the work with all taxes royalties & cess etc, complete in all floors as per direction of Engineer-in-charge. (Ground Floor)
516.09
-
204.09
20mm thick grading plaster (1:4) finished smooth on roof slab including, watering and curing with cost and conveyance of all materials and labour, cess with T&P required for the work with all taxes and royalties , Cess etc. complete in all respect in all floors as per direction of the Engineer in charge.
-
-
-
First Floor
275.4
-
222.83
Second Floor
19.7
-
230.98
16mm (5/8”) thick cement Plaster (1:6) finished smooth to inside surface of bricks walls/ stone masonary after racking out joints including watering and curing with cost and conveyance of all materials and labour, cess with T&P required for the work with all taxes and royalties etc. complete in all respect in all floors as per direction of the Engineer in charge.
-
-
-
Ground Floor
184.87
-
193.41
First Floor
455.08
-
198.06
Second Floor
138.38
-
202.86
12mm (1/2”) thick cement plaster (1:6) finished smooth to out side brick walls after cracking out of the joint including, watering and curing with cost and conveyance of all materials and labour, cess with T&P required for the work with all taxes and royalties , etc. complete in all respect in all floors as per direction of the Engineer in charge.
-
-
-
Ground Floor
158.47
-
136.47
First Floor
455.08
-
141.7
Second Floor
138.38
-
147.19
6mm thick cement plaster in cement mortar (1:4) to ceilling of roof lintel and chajjas after chipping and chiselling the same and clearing the surface by wire brush finished smooth watering and curing for 7 days including cost,conveyance of all materials and labour with T&P & Cess required for the work with taxes and royality etc complete in all respects in all floors as per direction of Engineer-in-Charge.
-
-
-
Ground Floor
256.4
-
150.03
First Floor
275.4
-
153.69
Second Floor
19.7
-
157.46
Finishing wall surface of walls with Acrylic wall putty (water based) of approved make and finished smooth and even surface to receive painting including cost of scaffolding staging charges with cost of all materials taxes labour T&P with CESS etc complete as per direction of Engineer-in-Charge.
-
-
-
First Floor
455.08
-
114.69
Second Floor
138.38
-
114.69
Wall painting two coats with plastic emulsion paint of approved shade over a coat primary to give an even shade with approved shade with cost, conveyance, taxes of all the materials required for the work and labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.
-
-
-
First Floor
455.08
-
133.85
Second Floor
138.38
-
136.84
Finishing wall surface with two coats of approved quality of weather coat of approved shade over a coat of primer including cost,conveyance, royalities, taxes, cess of all materials, labour, T&P etc.Complete as per direction of Engineer-in-Charge
-
-
-
Ground Floor
521.08
-
116.63
First Floor
455.08
-
120.09
Second Floor
138.38
-
123.72
Painting two coats over a coat of primer with any approved paint with brush to wood/iron work including cost, conveyance, taxes of all the materials required for the work with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge.
-
-
-
First Floor
153.8
-
186.91
Second Floor
12.76
-
191.78
Providing 30Cm X 30 Cm ceramic floor tiles fixing in floors treads (or) steps and landing on 25 mm thick bed of C.M (1:1) (1 cement : 1 sand) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including polishing complete including cost of tiles watering & curing for 7 days with cost, conveyance, royalties, taxes of all materials & labour T&P and cess required for the work etc, complete in all respect with surface finishing with polishing materials as directed by Engineer-In-Charge.
-
-
-
Ground Floor
444.15
-
926.5
First Floor
58.31
-
946.66
Second Floor
15.6
-
967.82
Providing Kota floor tiles fixing in floors treads (or) steps and landing on 25 mm thick bed of C.M (1:1) (1 cement : 1 sand) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing & polishing complete including cost of tiles watering & curing for 7 days with cost, conveyance, royalties, taxes of all materials & labour T&P and cess required for the work etc, complete in all respect with surface finishing with polishing materials as directed by Engineer-In-Charge.
-
-
-
Ground Floor
268.75
-
966.27
First Floor
118.2
-
986.42
Providing 20 cm X 30 cm ceramic wall tiles fixing in dadoos skriting and rises of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including polishing complete including cost of pre cast tiles watering & curing for 7 days with cost conveyance royalty and taxes of all materials & labour T&P with cess required for the work etc, complete in all respect and surface finishing with polishing materials as directed by the Engineer-in-charge.
-
-
-
Ground Floor
23.52
-
980.49
First Floor
77.23
-
1009.49
Second Floor
5.16
-
1039.94
Providing Kota wall tiles fixing in dadoos skriting and rises of steps on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and plishing complete including cost of pre cast tiles watering & curing for 7 days with cost conveyance royalty and taxes of all materials & labour T&P with cess required for the work etc, complete in all respect and surface finishing with polishing materials as directed by the Engineer-in-charge.
-
-
-
First Floor
31.02
-
1087.42
Supplying fitting and fixing of Stain less steel of 304 grade in hand railing using 50mm dia of 2mm thick circular pipe with balustrade of size 32mm x 32mm x 2mm @ 0.90mtr c/c and stain less square pipe bracing of size 32mm x 32mm x 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing etc. including cost of all materials, taxes, labour, T&P, cess, and hire charges of drilling machine, labour charges etc. complete in all respect as per specification and direction of the Engineer-in-charge
-
-
-
Ground Floor
38.8
-
3488.76
First Floor
12
-
3488.76
Providing and fixing 110 mm dia PVC rain water down pipe of 500 mm length with necessary bend shoes and heads including cost of pipe, clamps and nails etc. with all cost, conveyance, taxes of all the materials required for the work with all labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge
-
-
-
First Floor
52.8
-
226.49
Providing Black Board of size 2m x 1.5m over brick walls with 20mm thick CP in (1:4) etc complete as per direction of the Engineer-in-charge as per approved specification.
4
-
4646
Fixing a Marble Plaque of size 5' X 2.5' X 1" (thick) with engraving informations for users etc complete as per direction of the Engineer-in-charge as per approved specification.
1
-
5807.5
Supplying and fixing 46mm size thick GI Doors and frame conforming to IS 277 galvanised plain skin passed sheets of 0.80mm in shutter & 1.20mm in frame with minimum 120 GSM zinc coating with profile dimension of 100mm x 58mm frame filled with polyurethane frame and shutter duly filled with Honeycomb and both coated with minimum 60 microns of RAL / wood finish powder coating accessories will be provided with doors etc complete. (TATA Pravesh or equally reputed brand).
-
-
-
First Floor
12
-
18744
Second Floor
1
-
18744
Supplying & fixing GI Window (IS 513 D quality) and frame conforming to IS 277 galvanised plain skin passed sheets of 0.6mm in shutter & 0.8mm in frame with minimum 120 GSM zinc coating and fitted with acryllic sheet of 4mm thickness & MS Grill of 10mm square MS bright bars coated with zinc phosphate primer or thermos etting Polyurethane paint of aliphatic grade providing high level of scratch resistance and durability accessories will be provided with windows etc complete. (TATA Pravesh or equally reputed brand).
-
-
-
First Floor
14
-
21782
Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type M-30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, primer, sealant, near approaches to bridge/culvert or at any approved portion of road and construction joints, admixtures as approved, curing of concrete slabs for 14-days as per MoRD technical specification Clause 1501 and as per direction of Engineer-in-Charge.
-
-
-
Approad Road
158.63
-
5538.47
Fitting fixing of F.R.P panelled shutter with F.R.P door frame in doors including cost of stainless steel hinges, screws , aldrops, tower bolts, handles of approved quality, size and make etc complete as per direction of the Engineer-in-charge as per approved specification.
22.05
-
4123.33
Providing, fitting and fixing ventilators of size 600 mm x 300 mm with well seasoned chemically treated sal wood frame and louver with acrylic sheet with approved jally etc complete as per direction of the Engineer-in-charge as per approved specification.
2.52
-
6543.78
Making grooves of 3 mm deep & 10mm wide on plastered surface at all joints of concrete & brick masonry etc complete as per direction of the Engineer-in-charge as per approved specification.
756.35
-
11.62
Fabricating and fixing MS Grill for main entrance in the stair case with 40 mm X 40 mm X 6 mm angle frame with double leaf and 10 mm square bars forming a square mesh, including cost of all material, cost of welding rod with all labour etc complete as per direction of the Engineer-in-charge as per approved specification.
-
-
-
First Floor
204.75
-
62
Second Floor
204.75
-
62
Cement Concrete Block pitching with CC M 20 of 100mm thick of required size and shape as approved by the Engineer in slope and aprons with key joints etc complete as per direction of the Engineer-incharge as per approved specification.
112.5
-
557.86
Providing and fixing of typical MCS Logo and Informatory Sign Board as per specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5msize on back on edges. The lower plate will bewelded with MS angle iron frame of 25mm x 25mm x5mm. The angle iron frame of the lower most plateand flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will bewelded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled onboth sides. Lettering and printing arrows, border etcwill be painted with ready mixed synthetic enamelpaint of superior quality in required shade and colour All sections of framed posts and steel tube will bepainted with primer and two coats of epoxy paint asper drawing Clause 1701 and Annexure 1700.1 ofMoRD etc. complete as per direction of Engineer-inCharge
1
-
10000
PH WORKS
-
-
-
Supplying all materials,labour,T&P and providing and fixing to wall or ceiling and floor pvc pipes conforming to ASTM-F-441(sch-80) and pipe fittings of the following nominal bore with clamps including making good the wall.ceiling and floor testing all complete as per specification and direction of E.I.C.
-
-
-
a).20mm dia C-PVC pipes
55
-
214.2
b).25mm dia C- PVC pipes
70
-
290.7
c).32mm dia C- PVC pipes
35
-
392.2
d).40mm dia C- PVC pipes
45
-
521.7
supplying all materials, labour, T&P and cutting grooves in pucca Floors, and walls for taking G.I/PVC pipes and fittings and repairing the holes after insertion of pipes etc with C.C (1:3:6) including finishing with 12mm C.P (1:3) complete so as to make it leak proof etc. all complete as per P.H. specification and direction of E.I.C.
-
-
-
First Floor
75
-
169.6
Supplying all materials, labour, T&P and fitting and fixing Brass/CP fittings of the following nominal bore with supply of all jointing materials etc. all complete as per specification and the direction of the E.I.C.(CP Fittings of Jaguar Make and PVC Fittings of Water Tech/Ori-plast/Supreme make)
-
-
-
a).15mm dia CP Bib Cock (Short Body)
13
-
816
b).15mm dia CP Bib Cock (Long Body)
4
-
1062
c).15mm dia CP Two Way Bibcock
1
-
939
d).15mm dia CP Angle Stop Cock
21
-
869.8
e).15mm dia CP Pillar Cock
5
-
1050
f).15mm dia.C.P conceled stopcock
8
-
1077
g).C.P Hand Shower / Health Faucet
1
-
1259
h).CP Flange
43
-
39.9
i).CP Extention Piece
43
-
58.7
j)25mm dia Brass Ball Valve
3
-
1045
k).32mm dia Brass Ball Valve
2
-
1528.9
l)40mm dia Brass Ball Valve
3
-
1967.4
Supplying all materials, labour T&P and fitting and fixing of C.P Shower with 15mm or 20mm inlet with C.P Shower arm including polishing etc all complete as per specification and direction of the E.I.C
-
-
-
15 mm dia C.P Shower with arm (Jaquar)
4
-
1723
Supplying all materials, labour, T&P and fitting and fixing U-PVC-SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer's specification, testing etc all complete as per P.H specification and direction of the E.I.C.
-
-
-
a).110mm diameter U-PVC SWR pipes
150
-
206
b).110mm U-PVC SWR P-trap
18
-
299.7
c).110mm U-PVC SWR single junction door
8
-
296.7
c).110mm U-PVC SWR single junction plain
12
-
268
d).110mm U-PVC SWR double junction door
1
-
350.3
e).110mm U-PVC SWR door bend
18
-
204.7
f).110mm U-PVC SWR Offset
24
-
180.5
g).110mm U-PVC SWR plain bend
38
-
171.3
h).110mm U-PVC SWR vent cowl
5
-
77.3
i).125 mm dia C.P Grating
15
-
69.2
j).50mm diameter U-PVC SWR pipes
15
-
96
k).50mm UPVC SWR Bend
10
-
34.3
supplying all materials, labour, T&P and cutting holes through existing brick/stone masonry walls for taking HCI/PVC pipes and fittings including making good the damages in cement mortar (1:4) etc. all complete as per P.H. specification and direction of E.I.C.
-
-
-
b).250 mm thick wall
12
-
173.9
Supplying all materials,labourT&P and cutting holes through r.c.c walls,floors,roofs for taking H.C.I/PVC pipes and fittings including making good the damages etc.all complete as per P.H specification and direction of Engineer in charge.
22
-
147.6
Supplying all materials, labour, T&P and fixing water closet, squatting pan (Indian type W.C pan/Orissa pattern squatting pan) duly embedded in cement concrete (1:5:10) using 4cm size hard granite metal including fixing a pair of vitreous china 250mm x 130mm x30mm footrest etc all complete as per specification and direction of the E.I.C. (Hindware/ Neycer/ Parryware/Cera)
-
-
-
a).580mm size Orissa pan
12
-
2906.2
Supplying all materials, labour, T&P and fixing wash down water closet(E.W.C) with integral 'S' or 'P' trap to the floor with wooden plug and C.P screw including jointing the trap with soil waste pipe in C.M(1:1) & PVC Seat cover etc all complete as per specification and direction of the E.I.C. (Hindware/ Neycer/ Parryware/Cera)
1
-
3257.2
Supplying all materials, labour T&P and fitting and fixing 10 Ltrs capacity PVC low level flushing cistern with a pair of C.I. or M.S.brackets complete with fittings such as syphonic arrangement, 15mm nominal size Brass/PVC ball valve with polythene float, CP/Brass handle, unions and couplings for connection with inlet, outlet, overflow pipes, 32mm dia PVC flush bend, 15mm dia PVC connection pipes including cutting holes and making good the same and connecting the flush bend with cistern and closet and connecting inlet pipe with supply main with etc all complete as per specification and direction of the E.I.C.(Parryware/Hindware)
-
-
-
a).10 lit PVC L/L Cistern
13
-
1483.1
Supplying all materials, labour T&P and fixing wash basins with C.I. or M.S.brackets painted white including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc, fixing PVC waste pipe of 32mm nominal diameter for wash basin including brass check nut complete, fixing 32mm dia CP brass waste, etc all complete as per specification and direction of the E.I.C.a).550mmx400mm W.H.B(Parryware/ Neycer/ Hindware/Cera)
5
-
2252.8
Fixing of Pedesal
5
-
2216.6
Supplying all materials, labour, T&P and fixing mirror of superior glass mounted on 6mm thick A.C.sheet or plywood sheet and fixed to wooden plugs with CP screws and washers complete as per specification and direction of the E.I.C. 600mmx450mm size B.E Mirror (fixed type)
5
-
695.7
Supplying all materials,labour,T&P and fixing standard size shelf with C.P. brass brackets& guard rails complete fixed to woodenplugs with C.P.screws as per specification and direction of E.I.C. (Parryware/ Neycer/ Hindware)
5
-
1268.4
Supplying all materials,labour, T&P and fixing standard sized CP towel ring/rail complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the E.I.C (Parryware/ Neycer/ Hindware)
-
-
-
CP towel ring
5
-
970.2
20mmx600mm long CP towel rail
4
-
1864.2
Supplying all materials, labour, T&P and fixing CP soap holder complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the E.I.C (Parryware/ Neycer/ Hindware)
-
-
-
CP soap holder
17
-
1208.9
Supplying all materials,labour,T&P and fixing bowl pattern urinal including connecting pipe & connecting the urinal with wastepipe by means of white lead list with chopped hempd etc. all complete as per direction of E.I.C. (Hindware/ Neycer/ Parryware/Cera)
-
-
-
Standing urinal
3
-
4847.1
15 mm dia Urinal Spreader
3
-
300
Supplying all materials,labour,T&P and fixing glazed earth wire squatting plate size 450x350mm with integral longitudinal flushing pipe including embading the plate in 25mm cement mortar (1:8) laid over 150mm C.C.(1:5:10) using 40mm hg.metal bowl etc. all complete as per direction of E.I.C. (Hindware/ Neycer/ Parryware/Cera)
4
-
2544.6
Wall mounted Toilet handle Support for multi function (Jaquar/Cera/Hindware)
1
-
15750
Wall mounted Surface Finger Grip Support handle (Jaquar/Cera/Hindware)
1
-
2975
Earthwork in all kinds of soil in excavation of foundation trenches within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth etc all complete as per direction of the E.I.C.
-
-
-
a).Initial lift upto 1.5 mtr
65.73
-
193.2
b).From 1.50m to 3.00m depth
48.2
-
207.39
Supplying all materials, labour, T&P and filling in foundation and plinth with river sand well watered and rammed including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per the direction of the E.I.C.
6.57
-
416.5
Supplying all materials, labour, T&P and providing cement concrete (1:3:6) with 40mm H.G metal including watering, curing and conveyance of all materials to site payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
6.57
-
4368.8
Supplying all materials, labour, T&P and providing plain cement concrete (1:1.5:3) with 12mm size H.G chips including watering, curing and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
1.71
-
6280.2
Supplying all materials,labour, T&P and providing Brick work with K.B.Brick having crushing strength not less than 75 Kg/CM2 with dimensional tolerence of +/- 8% in C.M including watering, curring, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
-
-
-
a).In Foundation and Plinth in C:M (1:3)
32.45
-
4224.8
Supplying all materials, labour, T&P and providing Reinforced cement concrete (1:1.5:3) with 12mm size H.G chips including watering, curing and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
4.44
-
6280.2
Supplying all materials, labour, T&P and providing rigid and smooth centering and shuttering for RCC work including false work and dismantling them after casting including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
26.52
-
425.1
Supplying all materials, labour, T&P and providing M.S.reinforcements for RCC work including cutting, bending, binding, straightening and tying the grills and placing in position including cost of binding wire 18 to 20 gauge conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
3.21
-
5033.4
Supplying all materials, labour, T&P and providing cement plaster on brick/stone work including watering,curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
-
-
-
a).20 mm thick C.P in CM (1:3)
105.34
-
228.9
Supplying all materials, labour, T&P and providing cement punning on plastered surface including watering,curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
90.74
-
30
Supplying all materials, labour,T&P and providing cement flush pointing in C:M (1:3) to Brick Masonry works including watering curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
55.6
-
134.8
Supplying all materials, labour,T&P and filling Foundation and Plinth with excavated earth including watering, ramming etc all complete as per direction of the E.I.C.
23.64
-
108.4
Supplying all labour, materials T&P and fixing of 2" R.C.C.Baffle wall precast with C.C.(1;1.5:3) using 12mm b.h.g. chips and fitted to septic tank as per P.M. Specification and direction of E.I.C
4.5
-
650.7
Supplying all materials, labour, T&P and providing pre-cast SFRC Manhole cover including conveyance of all materials to work site, payment of royality, taxes etc all complete as per approved specification and direction of the E.I.C.
3
-
2000
Supplying all materials, labour, T&P and making M.S. Step Iron in 20 mm Dia M.S Steel bars and fixing into walls of Manhole/ Septic Tanks duly embeded in C.C(1:2:4) etc all complete as per P.H specification and direction of the E.I.C.
18
-
109.4
Supplying all materials, labour, T&P and providing 160mm dia P.V.C Tee inside the septic tank including cutting holes and duly embeded in P.C.C(1:1.5:3) using 12mm size HG chips fitted and fixed in position and mending good the damages etc all complete as per P.H specification and direction of the E.I.C.
2
-
564.9
Supplying all materials, labour, T&P and constructing Gully Trap chamber of the following inside size with 8 cm thick precast cover slab in CC (1:2:4) mix using 12 mm size H.G chips, foundation concrete (1:4:8) using 40 mm size HG metal on bed and around trap , !st class KB Brick work in CM (1:6) in F & P and inside 12 mm thick cement plaster (1:3) finished with a floating coat of neat cement including fixing 100mmx100mm size HCI gully trap 150mmx150mm size C.I grating etc. all completed as per approved drawing, specification and direction of E.I.C.
-
-
-
(a).Inside size 250mmx250mm
10
-
1420.3
Supplying all materials, labour, T&P and constructing Inspection Chamber of the following sizes with cement concrete (1:3:6) using 40 mm size HG metal on bed, 1st class KB Brick work in CM (1:6) moulding and shaping the channel inside and benching with C:C (1:1.5:3) using 12 mm size H.G chips, 12 mm thick cement plaster (1:3) with punning to inside, cement flush pointing (1:3) to outside, RCC cover slab in C.C(1:1.5:3) using 12 mm size H.G chips with RCC man hole cover, earth work excavation in all kinds of soil and refilling the cavity around the chamber including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc. all complete as per approved specification and direction of E.I.C
-
-
-
Inside size 760mm x 760mm x 460mm
8
-
6938.4
Every Additional increase/decrease in depth of 0.30m
8
-
808.6
Supplying all materials, labour, T&P and constructing Manhole Chamber of the following sizes with cement concrete (1:3:6) using 40 mm size HG metal on bed, 1st class KB Brick work in CM (1:6) moulding and shaping the channel inside and benching with C:C (1:1.5:3) using 12 mm size H.G chips, 12 mm thick cement plaster (1:3) with punning to inside, cement flush pointing (1:3) to outside, RCC cover slab in C.C(1:1.5:3) using 12 mm size H.G chips with RCC man hole cover, earth work excavation in all kinds of soil and refilling the cavity around the chamber including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc. all complete as per approved specification and direction of E.I.C
-
-
-
Inside size 910mm x 910mm x 910mm
1
-
12188.2
Every Additional increase/decrease in depth of 0.30m
1
-
1988.2
Supplying all materials,labour,T&P and costructing soakway pit of the following sizes with dry brick walling from bottom upto invert of inlet pipe and 1 st class K.B brickwork in c.m(1:6) for the remaining height attop,12mmthickc.p(1:4) inside and outside over masonary brickwork, gravel packing in the rear of well steining.R.C.C cover slab in c.c(1:1.5:3) using 12mm size h.g chips fitted with iron lifting handles including e.w in open well excavation in all kinds of soil and refilling the cavity arround the pit & painting the iron works, watering, curing, conveyance of all materials to worksite, payment of royalty .taxes etc.all complete as per approved drawing,specifcation and direction of E.I.C.
-
-
-
1.80m dia.x 2.50m deep Soakway pit
1
-
22235
Supplying all materials,labour,T&P and costructing soakway pit of the following sizes with dry brick walling from bottom upto invert of inlet pipe and 1 st class K.B brickwork in c.m(1:6) for the remaining height attop,12mmthickc.p(1:4) inside and outside over masonary brickwork, gravel packing in the rear of well steining.R.C.C cover slab in c.c(1:1.5:3) using 12mm size h.g chips fitted with iron lifting handles including e.w in open well excavation in all kinds of soil and refilling the cavity arround the pit & painting the iron works, watering, curing, conveyance of all materials to worksite, payment of royalty .taxes etc.all complete as per approved drawing,specifcation and direction of E.I.C.
-
-
-
0.90 mdia.x 2.00m deep
6
-
10000.2
Supplying all labour.materials T&P and laying of U-PVC soil waste pipe of the following internal diametre confirming to I.S.in trenches of the depth upto 1,2mtr including jointing with supply of approved rubber, lubricant by non - heat application method on beding with 150mm thick C.C.(1:3:6) using h.g. metal of 25mm to 40mm and then making allround encasing including earth work excavation in all kinds of soil , refilling the trenches , watering, curring, conveyance of all materials to site , payment of royality , taxes etc. and testing all complete as per P.H. Specification and direction of Engineer in charge.
-
-
-
100mm dia PVC pipe all round encasing.
50
-
1062
160mm dia PVC pipe all round encasing.
70
-
1618
Sinking of tube wells
-
-
-
Conducting reconnaissanve survey ,integrated hydrological and geophysical (Electro Resistivity Mothod) survey & selection of potential source in coastal alluvial terrain etc. complete as per direction of the Engineer in charge.
1
-
5000
Labour for drilling a perfectly vertical bore hole at specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rigs or combination rigs as required to suit the site condition as per the direction of the Engineer-in-charge including use of own rigs with its accessories, tools and plants and consumables etc for lowering of 200 mm dia P.V.C/G.I/MS pipes for housing fitted socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (G.I/P.V.C/M.S casing pipes if required to prevent collapse of over burden is to be provided by the contractor including lowering and withdrawing after completion of the tubewell)
-
-
-
Drilling of 200mm dia bore :-00 mtr to 30.00 mtr
30
-
616.2
Drilling of 150mm dia bore :-30.01 mtr to 80.00 mtr
150
-
616.2
Lowering of the following size G.I/P.V.C pipes with or without slotted pipes as per the necessary from ground level upto 30 mtrs depth and fitted and fixed up in perfectly vertical position including cutting and threading pipes and slotted pipe and supplying and fixing all jointing materials, tools and plants complete and keeping the top of the casing pipe threaded including plugging tubewell to prevent entry of foreign materials from above.
-
-
-
Lowering of 200 mm dia PVC pipes :- 00mtr to 30.00 mtr
30
-
122.6
Cost of 200 mm dia PVC pipes :- 00mtr to 30.30 mtr
30.5
-
811.11
Cost of 125 mm dia PVC pipes :- 00mtr to 30.30 mtr
180
-
235.21
Cleaning and developing the tube well using their own compressor continuously worked till clean and adequate discharge is obtained from the tubewell including supply and use of all necessary equipments and labour as per the direction of Engineer-in-charge.
1
-
4392
In case of Unsuccessful bore : Supplying all materials ,labour,T&P for withdrawing 200 mm dia UPVC casing pipe from bore and depositing in good condition etc as per the direction of Engineer-in-charge.
30
-
219.4
Providing Sanitary sealing in the tube well for a depth of 3.0 m. from the G.L with C.C.(1:2:4) with cost of materials, labour and T&P etc complete as per the direction of the Engineer-in charge.
1
-
3600
Supplying all materials, labour, T&P and installing a submersible pump and motor of capacity 0.75 H.P/1.0 H.P. of Kirloskar /Crompton/Texmo make with ISI mark in the tube well, fitting and fixing pump to PVC column pipes and lowering with cables connected from pump to starter in first floor including supply of pump, connecting cable fastener, electrical panel board (incl. all accessories )etc. and testing the installation with trial run for four hours for one week.
1
-
45000
Supplying submersible cable (finolex make ) for driving submersible pump from the panel board etc complete as per the direction of the Engineer-in-charge.
80
-
315
Supplying 5 KVA 90V-160V load Standard make Stabilizer for driving submersible pump set incl. all accessories etc complete as per the direction of the Engineer-in-charge.
1
-
9375
Labour for drilling a perfectly vertical bore hole at specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rigs or combination rigs as required to suit the site condition as per the direction of the Engineer-in-charge including use of own rigs with its accessories, tools and plants and consumables etc for lowering of 125 mm dia P.V.C/G.I/MS pipes for housing fitted socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (G.I/P.V.C/M.S casing pipes if required to prevent collapse of over burden is to be provided by the contractor including lowering and withdrawing after completion of the tubewell)
-
-
-
Drilling of 125mm dia bore :-00 mtr to 30.00 mtr
30
-
480.2
Drilling of 100mm dia bore :-31 mtr to 60 mtr
40
-
480.2
Lowering of the following size G.I/P.V.C pipes with or without slotted pipes as per the necessary from ground level upto 30 mtrs depth and fitted and fixed up in perfectly vertical position including cutting and threading pipes and slotted pipe and supplying and fixing all jointing materials, tools and plants complete and keeping the top of the casing pipe threaded including plugging tubewell to prevent entry of foreign materials from above.
-
-
-
Lowering of 125 mm dia PVC pipes :- 00mtr to 30.00 mtr
20
-
71.6
Cost of 125 mm dia PVC pipes :- 00mtr to 30.30 mtr
20.5
-
651.82
Cleaning and developing the tube well using their own compressor continuously worked till clean and adequate discharge is obtained from the tubewell including supply and use of all necessary equipments and labour as per the direction of Engineer-in-charge.
1
-
2147
Supplying, all materials, labour, T&P and providing and fixing ISI marked Deep Well Hand Pump Standard HWDP conforming to IS-15500/04 Part-II complete with accessories alongwith 8 nos of connecting rod made of bright bar electro galvanized of 12mm dia of 3 mtr long with coupler and fitted with stand assembly including fitting and fixing and lowering of Hand Pump set at the Tube well with necessary length of riser pipes including carriage and conveyance of all materials and T&P etc all complete as direction of E.I.C.
1
-
15371.95
Supplying all materials, labour, T&P and constructing tubewell Platform as per UNICEF design with drain and specification with C.C (1:2:4)using 12 mm size C.B H.G chips embedding pedestal base concrete of 76x76x40cm size, outer and inner diaplatform 1.85m and 1.65 m respectively with 0.10m, height walling, footrest size1.0mx1.0m including earthwork in all kinds of soil, centering and shuttering, laying concrete, plastering and punning, watering and curing finished smoothincluding cost, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per approved specification and direction of the E.I.C.
-
-
-
1.85 m dia tubewell platform
1
-
5156.3
Construction of Tubewell Platform Drain
2
-
547.3
ELECTRICAL WORKS
-
-
-
Recessed wiring to Light point/Exhaust Fan Point with 1.5 sqmm, FR PVC Insulated single core multistrand copper conductor of ISI marked with 20 mm dia non- metallic PVC flexible conduct with 5 Amp, 250 V piano type switch ISI marked and ceiling rose ISI marked mounted on MS box having front bakelite cover of suitable size,MS box with 1.0 sqmm FR PVC insulated single core multistrand copper conductor and earth wire incouding all accessories and connection as per direction of engineer in charge (Make of wire = Finolex/L&T/ Anchor/ V-Guard) deducting the cost of S/F 100 mm x 100 mm x 60 mm M.S. Box with backlite cover-1 No.
-
-
-
-do-………Group A 1.2.1-1.24.2
17
-
287.85
-do-………Group B 1.2.2 - 1.24.2
18
-
498.73
-do-………. Group C 1.2.3 - 1.24.2
73
-
762.34
Recessed wiring to Fan point in Group B 1.2.2 - 1.24.2
10
-
498.73
-do-………. Group C 1.2.3 - 1.24.2
10
-
762.34
S/F to 16/18 SWG metal box of following sizes (normal sixe) in recess with suitable size of phenolic laminated sheet cover in front including cutting the wall and making good the same in case of recessed conduit as required.
-
-
-
-do-100 mm x 100 mm x 60mm deep (1.24.2)
2
-
113.01
-do-180mmx100mmx60mm deep(1.24.5)
3
-
131.49
-do-200mmx150mmx60mm deep(1.24.7)
2
-
165.29
-do-200mmx250mmx75mm deep(1.24.9)
11
-
206.75
-do-250mmx300mmx100mm deep(1.24.13)
2
-
274.07
S/Fof metal box of 150 mm x 75mm x 60mmdeep (Nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amp. Socket out let 5/6amp. Piano type switch,connection,painting etc. as required (1.26)
10
-
192.84
S/F of 5 amp switch and 5A. Socket outlet of ISI marked on existing board (1.25.1 x 1.25.4)
22
-
83.14
S/F of metal box of 180mm x 100mmx60mm deep (Nonunal size) in recess with suitable size of Phenolic laminated sheet cover in front including providing and fixing 3 pin 15/16 amp. Socket out let 15/16 amp. Piano type switch,connection, painting etc. as required(1.27)
1
-
263.88
Wiring for circuit/sub main alongwith earth wire with following sizes of PVC insulated single core multistrand copper conductor with ISI marked conforming to IS-694/1990 in 20 mm dia non metallic heacy duty flexible conduit 1.6 mm in recessed PVC conduit as required (make of wire-Finolex/L&T/Anchor/Havels/V-Guard).
-
-
-
-do- 2x1.5 sqmm + 1 x 1.00 sqmm( 1 .8.1)
154
-
119.09
-do- 2 x 2.5 sqmm + 1 x 1.5 sqmm (1.8.2)
155
-
134.06
-do- 2x4 sqmm + 1 x 1.5 sqmm (1.8.3)
50
-
151.44
S/F of 5 to 32 Amp rating 240 Volt "B" series MCB for lighting and other loads in the existing MCB Distribution Board ISI marked complete with connection, testing and commissioning etc. as required (2.6.1)
16
-
127.56
S/F of following 8way single pole and neutral sheet steel MCB 250 V on recessed complete with tinned coper bus bar , neutral bar, earth bar,din bar, detachable gland plate, inter connections, phospatized and powder painted including earthing etc. as required(but without MCB)8 way Double door(2.3.6)
2
-
1608.23
Supply, Installation, Testing and commissioning of bulkhead fittings including fixing of 5 watt LED Lamp(Make:Havels with die cast aluminium housing and frosted glass cover).RUGBY
12
-
606.05
S/F of batten holder BK angle holder ISI marked including connection etc. insulated of ceiling rose(1.29- 1.28)
40
-
14.68
Earthing with G.I. earthpipe 3 mtr long. including accessories and providing masonary with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as required.(3.2)
2
-
2380.95
Supply andlaying 6 SWG G.I. wire in recess for loop earthing as required (3.17)
21
-
47.68
S/F fo 48" A.C.Cilling fan without regulator including all conections Model:Crompton (Rievera high speed)/ Usha-(Striker one/neo) /Havells (samrat) / Polycab(Amaze HS)/ Orient-(Summer kingDBB)
20
-
2103
S/F of 18-25 watt LED Tube light fitting including necessary connection, Make-( Crompton/HPL/Polycab/Havells)
42
-
688
S/F of Fan hook S, Type on ceiling.
20
-
246.1
Supply, Installation, Testing and commissionioning of 225mm sweep exhaust fan in the existing opening, including making the hole to suit the size of the above fan making good the damaged comlete, connection,etc. as required.(1.43)(Make: Bajaj/Almonard)
8
-
2078.61
S/F of electronic step type ceiling fan regulator in existing switch board including connection with1.5sqmm FR PVC(1.38)
20
-
284.17
S/F of 60 watt. LED street light fitting including necessary connection. (Make- crompton/poly cab/Havells/ HPL)
5
-
7783
S/F of 63A TPN Panel board of size 3'x2'x10x" (MS sheet of 18Gage)with following Specification with earth nut bolt & Power coated
-
-
-
Outgoing-(a) CT coil-3 nos
1
-
44042.94
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