Works Department Tender
Search from a pool of business opportunities related to Odisha tenders on the online platform of BidAssist. Be it an Odisha PWD tender or a civil aviation tender, one can find every tender Odisha government, as well as PSUs and other organizations, post online. Every tender, active or achieved, is sourced from the eProcurement Odisha website and thus carries full credibility.
Costs
EMD
₹ 7,19,400Document Cost
₹ 10,000Tender Fee
Refer Documents
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
2020_EICCL_62420_3Bid Award Id
ViewTender No
S.E.J.C R AND B 09/2020-21Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
03. Supplying & filling in foundation & plinth with sand in 23.5cm(9”) thick layers including watering & ramming with cost, conveyance, royalties, taxes of the materials & labour with T&P required for the work etc.,complete as per direction of Engineer-in-Charge. (Measurement will be taken on finished compacted section only)
1854.69
-
328.38
04. Supplying all materials, labour, T&P and providing cement concrete ( 1:3:6) with 40mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge
840.46
-
4197.12
05. Supplying all materials, labour, T&P and providing Plain cement concrete (1:2:4) using 6mm to 12mm (¼” to ¾”) size (18mm not to exceed 25 percent) hard black broken granite chips of approved quality from approved quarry including hoisting, lowering and laying concrete, watering and curing including cost of all labour T & P royalties etc. required for the work as directed by the Engineer-In-Charge
367.12
-
5698.29
06. Providing, lifting, hoisting and laying Reinforced cement concrete of M-20 grade as per approved designs and drawings having a minimum compressive strength (in work test) 200 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position complete as per direction of Engineer-In -Charge.
-
-
-
A. Foundation & Plinth
-
-
-
a. Column Footing
211.54
-
4779.72
b. Plinth Beam
115.84
-
4779.72
B. Window Sill
-
-
-
a.) Ground Floor
0.89
-
8246.92
b.) First Floor
0.98
-
8379.41
c.) Second Floor
0.65
-
8534.35
d.) Third Floor
0.07
-
8715.64
C. Column shaft
-
-
-
a.) Ground Floor
78.64
-
11833.33
b.) First Floor
51.26
-
12058.24
c.) Second Floor
39.12
-
12324.08
d.) Third Floor
4.47
-
12638.45
D. Lintel & Sill Band
-
-
-
a.) Ground Floor
21.73
-
8246.92
b.) First Floor
17.6
-
8379.41
c.) Second Floor
12.17
-
8534.35
d.) Third Floor
2.39
-
8715.64
E. Chajja & Shelves
-
-
-
a.) Ground Floor
64.43
-
778.33
b.) First Floor
57.16
-
863.18
c.) Second Floor
36.05
-
964.74
F. Beam
-
-
-
a.) Ground Floor
39.15
-
11833.33
b.) First Floor
32.74
-
12058.24
c.) Second Floor
27.35
-
12324.08
d.) Third Floor
3.33
-
12638.45
G. Stair Case
-
-
-
a.) Ground Floor
37.13
-
9888.3
b.) First Floor
42.05
-
10085.99
c.) Second Floor
39.35
-
10319.18
d.) Third Floor
2.32
-
10594.37
H. Roof slab
-
-
-
a.) Ground Floor
141.59
-
8606.51
b.) First Floor
151.74
-
8766.87
c.) Second Floor
107.11
-
8955.27
d.) Third Floor
17.81
-
9176.7
07. Supplying, Cutting, Straightening coiled or bent up M.S. rods or Tor steel of SAIL(HYSD Fe-415) welding or jointing if necessary, bending, binding, tying the grills and laying in position as required for R.C.C. works and hoisting, lowering and placing in position in all floors according to approved designs and drawings including cost, conveyance, taxes of M.S. rods or Tor steel and binding wires of 18 to 20 gauge required for the work and cost of all labour, sundries, T&P etc. complete in all respect as directed by the Engineer-in-charge All reinforcement steel and structural steel shall be procured from primary producers of steel-SAIL/RINL/TATA/JINDAL/SHYAM STEEL.
-
-
-
a.) Ground Floor
1234.28
-
6010.74
b.) First Floor
461.84
-
6033.61
c.) Second Floor
364.19
-
6057.63
d.) Third Floor
43.52
-
6082.85
08. Brickwork with Fly ash bricks in cement mortar (1:6) in F&P (23cm x 11cm x 8 cm) having minimum crushing strength not less than 75 kg.per.sq.cm. including splays cutting, circular moulding, chamfering, corbelling and similar such type of woks with all necessary projections watering and curing for 7 days after immersing the bricks in water for six hours before use etc. complete including cost and conveyance of all materials, labour with T&P required for the work with all taxes and royalties etc. complete in all respect as per direction of Engineer in charge.
452.11
-
4205.66
09. Brickwork with Fly ash bricks in cement mortar (1:6) in Superstructure (23cm x 11cm x 8 cm) having minimum crushing strength not less than 75 kg.per.sq.cm. including splays cutting, circular moulding, chamfering, corbelling and similar such type of woks with all necessary projections watering and curing for 7 days after immersing the bricks in water for six hours before use etc. complete including cost and conveyance of all materials, labour with T&P required for the work with all taxes and royalties etc. complete in all respect as per direction of Engineer in charge.
-
-
-
a.) Ground Floor
807.91
-
4243.99
b.) First Floor
207.36
-
4504.49
c.) Second Floor
158.64
-
4804.09
d.) Third Floor
84.34
-
5148.64
10. 2.5Cm. (1’) thick damp proof course with cement concrete (1:2:4) using 6mm to 18mm ( 1/4” to 3/4”) size (18mm not to exceed 25 percent) hard black broken granite chips of approved quality from approved quarry including hoisting, lowering and laying concrete watering and curing, cost, conveyance, royalties and taxes of all materials and all labour with T&P required for the work etc. complete including side shuttering complte in all respect as per direction of Engineer In Charge.
195.33
-
281.05
11. 2.5 cm.(1'') thick grading concrete(1:2:2) over roof slab after chipping and cleaning the surfaces by wire brushing, laid to proper slope finished smooth including watering, curing, cost, conveyance of all materials such as 6mm size black hard granite crusher broken chips, sand, cement etc. and labour with T& P required for the work with all taxes and royalities etc. complete in all respect as per direction of Engineer in charge.
-
-
-
a.) Third Floor
698.93
-
361.05
12. 12mm thick cement plaster (1:3) finished smooth to R.C.C surfaces finished smooth including closed deep chipping and slurry treatment 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 and royalities etc. complete in all respect as per direction of Engineer in charge.
-
-
-
a.) Ground Floor
1291.68
-
154.25
b.) First Floor
1351.15
-
157.02
c.) Second Floor
1105.72
-
159.88
d.) Third Floor
123.39
-
162.82
13. 12mm (1/2'') thick cement plaster in cement mortar (1:6) finished smooth to brick walls after raking out the joint including watering and curing for seven days with cost and conveyance of all materials and labour with T& P required for the work with all taxes and royalities etc. complete in all respect as per direction of Engineer in charge.
-
-
-
a.) Ground Floor
775.03
-
132.26
b.) First Floor
1197.77
-
136.88
c.) Second Floor
751.46
-
141.73
d.) Third Floor
652.07
-
146.82
14. 12mm (1/2'') thick cement plaster in cement mortar (1:4) finished smooth to brick walls with neat cement punning with bitumen painting over top of wall including watering and curing for seven days with cost and conveyance of all materials and labour with T& P required for the work with all taxes and royalities etc. complete in all respect as per direction of Engineer in charge.
-
-
-
a.) Ground Floor
1775
-
187.71
15. 16mm (5/8'') thick cement plaster (1:6) finished smooth to inside of 9''/10'' thick brick walls after raking out the joint 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 and royalities etc. complete in all respect as per direction of Engineer in charge.
-
-
-
a.) Ground Floor
3500.64
-
189.21
b.) First Floor
867.27
-
193.32
c.) Second Floor
614.32
-
197.56
d.) Third Floor
182.56
-
201.92
16. Supplying, fitting , fixing of Vitrified tiles of premium grade in floors tread or steps and landing on 25 mm thick bed of cement mortar 1:4(1cement: 4 Sand ) jointed with neat cement slurry mixed with pigments to match the shades or the tiles including rubbing and polishing etc.,complete as per direction of Engineer-in-charge.
-
-
-
a.) Ground Floor
735.41
-
957.38
b.) First Floor
667.04
-
965.63
c.) Second Floor
709.12
-
974.3
17. Providing and laying Ceramic tiles in Dados (thickness to be specified by the manufacturer) 1st quality of NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make, colours & shades laid on 12 mm thick cement mortar 1:3 (1cement: 3coarse sand) including pointing the joints with white cement and matching pigments, etc. complete as per direction of Engineer-In-Charge at all floors and all heights. etc., complete in all respect in all floors as per direction of Engineer-In-Charge.
-
-
-
a.) Ground Floor
74.85
-
721.19
b.) Third Floor
89.1
-
747.21
18. Supplying, fitting , fixing of Industrial Vitrified tiles of premium grade in floors tread or steps and landing on 20mm thick bed of cement mortar 1:4(1cement: 4 Sand ) jointed with neat cement slurry mixed with pigments to match the shades or the tiles including rubbing and polishing etc.,complete as per direction of Engineer-in-charge.
-
-
-
a.) Ground Floor
366.73
-
861.15
b.) First Floor
198.18
-
869.41
c.) Second Floor
220.05
-
878.08
19. Supplying, fitting , fixing of Glazed tiles of premium grade in dados skirting & riser of steps on 12mm thick cement plaster 1:3 joined with neat cement slurry mixed with pigments to match the shade of the tiles, including rubbing & polishing etc. complete including cost, conveyance, royalties of all materials, labour with T&P complete in all respects as per direction of Engineer-in-Charge.
-
-
-
a.) Ground Floor
776.74
-
692.23
b.) First Floor
1382.15
-
704.65
c.) Second Floor
804.21
-
717.69
d.) Third Floor
11.84
-
731.39
20. Supplying, fitting, fixing of M.S grill ,MS GATE , MS DOOR, MS Square Bar Spike to openings,tubular trusses and collapsible gate of approved specification and of approved size, materials and design with a coat of primer including painting two coats over a coat of redoxide primer with cost and conveyance of all materials, labour, royality, taxes etc. complete in all respect and as per direction of Engineer-in-charge.
12203.02
-
77.43
21.Supplying, fitting, fixing fully glazed aluminium framed sliding windows of Fenesta or equivalent Shutter, fixed ventilator and louver ventilator of aluminium section151-154,151-155 as windows frame.Section no 151-155,151-153 and 151-167 as shutter frame fitted with rubber beading including locking arrangement and all fittings etc., including conveyance, royalities and taxes of all materials and labour with T&P required for the work complete in all respect as per direction of Engineer-In-Charge.
222.41
-
3507.57
22. Providing, fitting and fixing of AL door with OEL anodized Aluminium Door section of 9202 as vertical member, 9201 as top and 9200 as middle and bottom member with frame section No.9221 and tapered clip no. 4660 and the frame to be completed by means of jointing angle no. 1855 including all cost of labour, T&P, hire charges of drilling machine, labour charges , etc. complete as per direction of the Engineer-in-charge (Top half glass & bottom half of Board)
170.13
-
6598.23
23. Providing, Fitting & Fixing of false Celling with Aluminium T-Section no-3215 with 0.60m C/C , l-Sections fixed in walls by means of steel screws and pvc plug and the aluminium grid 0.60X0.60M SUSPENDED FROM CELLING ALL COMP in all respect as per direction of Engineer In Charge.
642.33
-
1853.05
24. Supplying, fitting, fixing of Stainless steel of 304 Grade in hand railing using 50mm dia of 2mm thick circular pipe with balustrade of size 32mmX32mmX2mm @ 0.90mt.c/c & stainless square pipe bracing of size 32mmX32mmX2mm in 3 rows in stair case as per approved design & specification, buffing, polishing etc with cost,conveyance,taxes of all materials, labour,T&P etc. required for the work complete in all respect in all floors as per direction of Engineer-in-Charge.
754.05
-
350.69
25. Providing and Fixing of Strutural Glazing of approved make to be Fabricated from roll formed Sections made of Pre-laminated steel are Fixed to the Concrete/ Masonary wall by means of Self Expanding Screws & glass fixed of Reflactosol Series of Saint Gobbain of 6mm thick all comp in all respect as per direction of Engineer In Charge.
560.97
-
11385.44
26. Finishing wall surface of wall with wall putty (water based) of approved make and finished smooth and even surface to receive paiting including cost of scaffulding stsging changes with cost of all materials labour etc complete in all respect as per direction of Engineer In Charge.
-
-
-
a.) Ground Floor
2668.65
-
60.75
b.) First Floor
2503.41
-
61.3
c.) Second Floor
1857.62
-
61.86
d.) Third Floor
305.95
-
62.44
27. Wall Painting two coats with Plastic Emulsion paint to new work with all cost etc. complete in all respect as per direction of Engineer In Charge.
-
-
-
a.) Ground Floor
2668.65
-
75.74
b.) First Floor
2503.41
-
77.07
c.) Second Floor
1857.62
-
78.44
d.) Third Floor
305.95
-
79.86
28. Providing and Painting wall Surface one coat with wall Primer to give an even shed before applying weather coat to Exterior walls including cost of Primer , labour, T&P all complete as per direction of Engineer-In-Charge.
-
-
-
a.) Ground Floor
936.2
-
45.9
b.) First Floor
687.25
-
47.38
c.) Second Floor
417.5
-
48.94
d.) Third Floor
652.07
-
50.57
29. Finishing wall surface with Weather Coat two coats with any approved shade including cost, conveyance, taxes, cess and royalties of all materials with labour and T&P required for the work etc., complete in all respect as per direction of Engineer In Charge.
-
-
-
a.) Ground Floor
936.2
-
61.04
b.) First Floor
687.25
-
62.03
c.) Second Floor
417.5
-
63.07
d.) Third Floor
652.07
-
64.17
30. Finishing wall surface with Weather Coat two coats with any approved shade over a coat of primer including cost, conveyance, taxes, cess and royalties of all materials with labour and T&P required for the work etc., complete in all respect as per direction of Engineer In Charge.
3683.68
-
106.94
31. Providing & Painting with 2 coats of synthetic enamel paint over a coat of primer to new steel/Wood work of approved brand and manufacture to give an even shade as per the instruction of Engineer - In-Charge at all floors and all heights including all material & labour complete.
-
-
-
a.) Ground Floor
170.64
-
186.79
b.) First Floor
65.54
-
188.74
c.) Second Floor
87.35
-
190.75
d.) Third Floor
2.23
-
192.83
32.Fixing Interloccking paver block of 80mm thick of premium grade (M-30) Over 50 mm thick sand bed including cost & conveyance royalties & taxes of all materials, labour & T&P and machinaries required for the work etc. complete as per direction of the Engineer-In-Charge.
1175.65
-
649.57
33. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 5000 m as per Technical Specification Clause 301.5 and as per the direction of EIC.
3240
-
136.57
34. Reinforced Cement concrete of proportion of M-20 grade on formation of road using 20mm & down graded clean hard black crusher broken granite chips of approved quality from approved quarry including hoisting, lowering and laying in layers not exceeding 15Cm. (6”) thick to the required level using plate vibrator ,watering, curing with frame work including cost, conveyance, royalties and taxes of all materials and labour with T&P required for the work etc. complete as directed by Engineer-In-Charge.
-
-
-
a. Foundation
60
-
4793.38
b. Sub-Structure
108
-
5638.27
c. Cover Slab
60
-
5414.57
35. Supplying and fixing of Prepainted Sheet in roof drilling holes in windties including fixing of ridges valleys windties etc. including cost of fitting in all respect and as per direction of the Engineer-in-charge.
122.73
-
1058.84
36. Providing Cement concrete grade of M-15 using 40mm size hard granite chips including hoisting laying using concrete mixture and vibrators including cost of all materials labour T.&P. etc complete and as directed by Engineer - in - charge. (In Foundation)
32.88
-
3882.16
37. Providing PCC M-20 using 40mm size hard granite chips including hoisting laying using concrete mixture and vibrators including cost of all materials labour T.&P. etc complete and as directed by Engineer - in - charge.
-
-
-
a. Foundation
154.74
-
4500.31
b. Sub-Structure
108.36
-
5978.2
38. Providing R.C.C Works of M- 20 grade with using 20 mm down graded hard granite crusher aggregates including watering, curing, centering, shuttering and finished the exposed surface, cost of all materials and labour etc. complete and as directed by Engineer - in - charge.
-
-
-
a. Foundation
41.22
-
4677.72
b. Sub-Structure
29.88
-
6767.28
c. Super Structure
23.34
-
6163.75
39. Providing R.C.C Works of M- 30 grade in wearing coat with using 20 mm down graded hard granite crusher aggregates including watering, curing, centering, shuttering and finished the exposed surface, cost of all materials and labour etc. complete as per direction of the Engineer-in-charge.
4.26
-
9428.75
40. Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications complete as per direction of the Engineer-in-charge.
10.4
-
1690.16
41. Supplying and fixing of 15cm dia 1.00 mtr long guard post of RCC M-15 using 75 kg of steel per cum for each guard post with 20 mm size HGCB chips including cost of all reinforcement and materials, centering, shuttering and watering & curing etc. complete as per direction of the Engineer-in-charge.
40
-
288.89
42. Rough stone dry packing in approns and revtments with hard granite stone (15cm to 30cm) including cost of all materials etc complete as per direction of the Engineer-in-charge.
17.4
-
1544.23
43. Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specification etc complete as per direction of the Engineer-in-charge.
144
-
104.31
44. Providing & fixing drainage spout with GI pipe-100mm dia up to 600mm length including grating and fixing of all arrangements complete in deck slab as per approved drawing and technical specifications in deck slabs as per Section 2700 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
8
-
714.59
45. Painting two coats on new Concrete surface with synthetic enamel paint including cost of Primer , labour, T&P all comp as per direction of the Engineer-in-charge.
304.2
-
117.95
EI Works
-
-
-
01. Recessed wiring to light point / first light of group control/ call bell point/ exhaust fan point /wall fan point with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked in 20 mm dia non-metalic PVC conduit with 6 Amp, 250 V clip in type Modular switch ISI marked and ceiling rose ISI marked mounted on G.I modular box with face plate & cover of suitable size , with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. (Make of wire-Finolex/ L&T/ Anchor/ Havells/ V-Guard/ HPL) (Make of Modular Box-Great white/ Legrand / Roma/ Havells/ HPL/ Cona)
-
-
-
A. Group-A
410
-
412
B. Group-B
275
-
632
C. Group-C
120
-
908
02. Point wiring for 5/6 AMP modular socket outlet with 2 x 1.5 sqmm FR PVC insulated single coremulti strand copper conductorof ISI Marked in recess 20 mm dia non metalicPVC flexible conduit with modular one way type switch , phenolic laminates sheet suitable size ISI marked MS box and earthing point 1 x 1.5n sq mm FR PVC insulated single core multi strand copper conductor for loop earthing etc. as required.(Finolex/Havells/L&T Make )
-
-
-
A. Group-A
60
-
419
b. On existing board
212
-
85
03. S/F of Industrial Socket with 3pin top & 32A. DP MCB(C-Series) of HPL/L&T/Havels/Anchor make as per the direction of site engineer in charge
16
-
600
04. S/F of 15A Power Plug with MS Box complete with all accessories
52
-
272
05. S/F of computer board consisting 3 nos 5amp and 1 nos 15amp switch and socket
28
-
628
06. Wiring for Circuit /Submain wiring alongwith earth wire with the following sizes of PVC insulated S.C. multistrand Cu.F.R. Con-ductor of ISI marked conforming to IS-694/1990 in 20mm dia Steel Conduit in surface/ recessed PVC Conduit as required (Make of wire-Finolex/Havels/HPL/Anchor/Mescab)
-
-
-
a) 1x1.5 mm2 for inverter wiring
650
-
45
b) 2x1.5mm2 + 1x1.5mm2.
1250
-
124
c) 2x2.5mm2 + 1x1.5mm2.
1480
-
138
d) 2x4mm2 + 1x1.5mm2.
900
-
156
e) 4x6mm2 + 2x2.5mm2.
120
-
284
f) 4 X 10 sq.mm + 2 X 4 sq.mm
360
-
409
07.Supply and fixing of superior type Ding Dong call bell / buzzer of ISI marked, on 6" X 4" conforming to IS-2268/1994 and bell push of ISI marked , conforming to IS-1293/ 1988 (make-Cona/ Anchor) as per the direction of site engineer in charge
6
-
113.24
08. S/F of15 Wt. LED Bulb including all connections and accessories of Bajaj/Philips/Crompton/Havells make as per the direction of site engineer in charge
141
-
311
09. S/F of BK Angle Holder in place of Ceiling Roseof ISI marked including connection as required
141
-
19
10. S/F. Of 1x18Wt. LED Tube light fittings.(Bajaj/ Havells/Philips/Crompton make) as per the direction of site engineer in charge
280
-
541
11. S/F of 15Watt LED Surface mounted downlight with white powder coated polycarbonate housing and pressure die-cast heat sink having high efficiency..(Make-Havells/Crompton/Philips/Bajaj/Equivalent) as per the direction of site engineer in charge
112
-
1447
12.S/F. Of 4Way(4+12) Double Door TPN D.Box with1x63A FP MCB +12x6A.-32A.SP MCB of Legrand/L&T/Havells/HPL/Equivalent make as per the direction of site engineer in charge
36
-
7733
13.S/F. Of 48"AC Ceiling fans including all connections and accessories of Usha Allure/Havells/Bajaj/Equivalent make as per the direction of site engineer in charge
212
-
2047
14. S/F. of Step type Electronic fan regulator of Cona/Anchor/Havells make as per the direction of site engineer in charge
212
-
237
15. S/F of ventilair model exhaust fan of make Usha/Bajaj/Equivalent as per the direction of site engineer in charge
48
-
1939
16. S/F of Main Panel of size 60"x60"x12" doube door powder coated box.
A.S/F of 630 A ,36 kA Four Pole MCCB of L&T/Havells/HPL. Make ( Main Incoming ) 1 No
B.S/F of 400 A ,36 kA Four Pole MCCB of L&T/Havells/HPL. Make( OUT Going 2 Nos -1. AC & Power 2. E.I. & CBP) 2 Nos
C.S/F of 400A Onload Change over ISI marked of L&T/Havells/HPL make. 1 No
D. S/F of 800A copper Bus Bar ISI marked of Reputed make. 2 nos E.S/F of 125 A ,25 kA Four Pole MCCB of L&T/Havells/HPL. make 2 Nos ( For Fire panel and Lift )
F.S/F of 100A,25 kA Four Pole MCCB of L&T/Havells/HPL. Make 1 No Spare
G.S/F of Type 1+2 TPN of suitable current rating (KA) AC Surge Protection Device with remote signalling of Havells/L&T make 1 no
H.RYB Indicator,Digital Voltmeter,Ameter,Selector switch etc 1set
1
-
160253
17. S/F of 160 A (AC+POWER) Floor Panel of size 36"x36"x12" doube door powder coated box.
A.S/F of 160 A ,25 kA Four Pole MCCB of L&T/Havells/HPL. Make 1 No
B.S/F of 200A copper Bus Bar ISI marked of Reputed make. 1 Set
C.S/F of 40A DP MCB(C-Series) of Havells/L&T/HPL make.3 Nos D.RYB Indicator,Digital Voltmeter,Ameter,Selector switch etc 1set
3
-
27844
18. S/F of 125 A (E.I. & C.B.C.) Floor Panel of size 36"x36"x12" doube door powder coated box.
A.S/F of 125 A ,25 kA Four Pole MCCB of L&T/Havells/HPL. Make 1 No
B.S/F of 200A copper Bus Bar ISI marked of Reputed make. 1 Set
C.S/F of 40A DP MCB(C-Series) of Havells/L&T/HPL make.3 Nos D.RYB Indicator,Digital Voltmeter,Ameter,Selector switch etc 1set
E. S/F of Type 1+2 TPN 20 kA AC Surge Protection Device with remote signalling of Havells/L&T make 1 No
3
-
37025
19. S/F of Special Earthing complete with 3 mtr long 40 mm G.I pipe with 600x600x3mm copper plate, 8SWG G.I wire,Charcoal,Salt,Chamber including excavation of earth and filling of loose soil upto ground level.
4
-
10318
20. S/F 3 1/2 x300 mm2 PVC Al Armoured Cable Of ISI Marked (Polycab/Nicco/Havells)as per the direction of site engineer in charge
50
-
1581
21.Laying of 3.5 X300sq.mm cable in ground
45
-
150.09
22. S/F 3 1/2 x95 mm2 PVC Al Armoured Cable Of ISI Marked (Polycab/Nicco/Havells) as per the direction of site engineer in charge
40
-
558
23. Laying of 3.5 X95sq.mm cable on wall surface.
35
-
75
24. S/F 3 1/2 x 50 mm2 PVC Al Armoured Cable Of ISI Marked (Polycab/Nicco/Havells) as per the direction of site engineer in charge
40
-
331
25. Laying of 3.5 X95sq.mm cable on wall surface.
35
-
75
26. S/F of ABC powder type Fire exstinguishers ISI marked
26
-
5508
27. Providing and fixing 8 SWG (4 mm) dia copper wire on surface or in recess for loop earthing as required.
50
-
92
28. S/F. of 90Wt. LED Street light fittings complete with G.I. bracket. Of Bajaj/Havells/Crompton/Philips make.
7
-
9997
PH Works
-
-
-
01. Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor GI/PVC pipes, class-IV (10 k.g. F/cm) on firming I.S.4985 of the following nominal bore, tube fittings and clamps including making good the wall, ceiling and floor, testing all complete as per specification and direction of the Engineer in charge.
-
-
-
A. 20mm dia C-PVC Pipe
-
-
-
a. Ground Floor
30
-
223
b. First Floor
45
-
230.7
c. Second Floor
45
-
238.3
B. 25mm dia C-PVC Pipe
-
-
-
a. Ground Floor
60
-
300.9
b. First Floor
80
-
308.6
c. Second Floor
80
-
316.2
C. 32mm dia PVC Pipe(ASTM SCH-80)
180
-
212.8
D. 40mm dia PVC Pipe(ASTM SCH-80)
140
-
278.2
02. Supplying all materials, labour T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all joiniting materials including cost & conveyance of all materials to worksite, payment of taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge.
-
-
-
a. 15mm dia CP angle stop cock (Jaquar)CON-CHR-059KN
88
-
664.4
b. 15mm dia CP two way bib cock (Jaquar)CON-041KN
12
-
910.5
c. 15mm dia CP short body bib cock (Jaquar)CON-CHR-047KN
21
-
787.5
d. 15mm dia CP long body bib cock (Jaquar Make)CON-107KN
32
-
1033.5
e. 20mm dia CP concealed stop cock (Jaquar Make)CON-089KN
28
-
1033.5
f. 25mm dia brass full way valve (Shakti make)
20
-
924.7
g. 32mm dia brass full way valve (Shakti make)
8
-
1353.6
h. 40mm dia brass full way valve (Shakti make)
8
-
1720
i. 25mm dia CP Health Faucet (Jaquar Make)ALD - CHR - 565
12
-
1058.1
j. Flush cock with wall flange (Jaquar make) (APR - ESS - 101081)
13
-
1427.3
k. 15mm CP Extension piece
178
-
59.3
l. 125mm CP grating
90
-
81.8
m. 15mm size C.P. flange
178
-
40.3
03. Supplying all materials , labour, T&P and fixing rotational moulded polyethylene cylindrical vertical water storage tanks conforming to IS:12701/1996 including cutting holes through the tank and fixing mild steel tubes and fittings and providing extra sockets and jam nuts, fixing ball valve etc. including hoisting upto a height of 5 metres above ground level and placing the tank to the required position and providing 5.40 mtr. lengthx0.25 mtr width KB brickwork in cement mortar (1:6) of 0.46m height in staging and 0.13mtr thick circular protection wall of 0.46mtr height to support the tank,12mm thick cement plaster in cement mortar (1:6) over brick work, RCC slab of size 1.60mX1.60m and 0.10m thick ,RCC beam of 0.25mx0.30m and 3.40m average length in cement concrete (1:2:4) using 12mm size crusher broken hard black granite chips and required steel reinforcement including centering and shuttering,watering,curing ,cost of all materials,conveyance of all materials to worksite , payment of royalty, all taxes etc.all complete as per approved drawing , P.H. specification and direction of Engineer-in-charge
-
-
-
A. 2000 liters capacity PVC water storage tank roof of 2nd floor
10
-
34923.7
04. supplying all materials, labour, T&P and cutting holes through existing brick work including making good the damages in cement mortar (1:4) for taking G.I. Pipes and fittings/ P.V.C. pipes and fittings including watering, curing, cost & conveyance of all materials to worksite, payment of royality, taxes etc. all complete as per direction of Engineer-in-charge.
-
-
-
a. Ground Floor
12
-
43.3
b. First Floor
20
-
44.1
c. Second Floor
20
-
44.9
05. Supplying all materials , labour, T&P and cutting holes in RCC floors and roofs upto 19cm thick for passing P.V.C pipes and G.I fittings etc. , and repairing the holes after insertion of pipe etc. with cement concrete (1:2:4) including finishing complete so as to make it leak-proof as per P.H. specification and direction of Engineer-in-charge
-
-
-
a. Ground Floor
10
-
149.4
b. First Floor
10
-
150.1
c. Second Floor
10
-
150.8
06. Supplying all materials, labour, T&P and cutting grooves in pucca floors and walls for taking G.I./P.V.C. pipes and making good the damages including watering , curing , cost & conveyance of all materials to worksite, payment of royality, taxes etc all complete as per direction of the Engineer-in-charge.
-
-
-
a. Ground Floor
40
-
159.9
b. First Floor
55
-
164.6
c. Second Floor
55
-
169.9
07. 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 or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer's specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches , cost & conveyance of all materials to worksite, payment of taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge.
-
-
-
a. 110mm U-PVC SWR Pipe (Ori Plast/Finolex/Supreme Make Type-B)
450
-
383.9
b. 110mm U-PVC ‘P’ Trap(Ori Plast/Finolex/Supreme Make)
30
-
225
c. 110mm U-PVC door bend(Ori Plast/Finolex/Supreme Make)
40
-
131.7
d. 110mm U-PVC Plain bend(Ori Plast/Finolex/Supreme Make)
40
-
72.3
e. 110mm U-PVC offset without ear(Ori Plast/Finolex/Supreme Make)
20
-
115.2
f. 110mm U-PVC Cowl(Ori Plast/Finolex/Supreme Make)
10
-
38.4
g. 110mm U-PVC S/Jn door(Ori Plast/Finolex/Supreme Make)
20
-
176.8
h. 110mm U-PVC Plain tee(Ori Plast/Finolex/Supreme Make)
40
-
115.2
i. 110mm U-PVC D/Jn door(Ori Plast/Finolex/Supreme Make)
10
-
318.4
j. 110mm U-PVC Door tee(Ori Plast/Finolex/Supreme Make)
20
-
137.2
k. 110mm U-PVC Socket(Ori Plast/Finolex/Supreme Make)
100
-
32.4
08. Supplying all materials, labour, T&P and fixing vitreous china 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, fixing 100mm dia HCI 'p' or 's' trap (with/without 50mm dia horn) for water colset squatting pan including jointing the trap with pan in cement mortar (1:1) cutting the floor and mending good the damages , cost & conveyance of all materials to worksite, payment of royality , taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge.
-
-
-
a. 580mm size Orissa pan (Hindware/Parryware/Neycer make)
21
-
2178.4
09. Supplying all materials, labour T&P and and fixing 12.50 liters/10 liters capacity low level flushing cistern with a pair of cast iron or M.S. brackets complete with fittings such as siphonic arrangements 15mm nominal size brass/pvc ball valve with polythene float CP brass handle,unions and couplings for connection with inlet, outlet and overflow pipes, 32mm dia CP long flush bend, 15mm dia pvc inlet connection pipe including cutting holes and making good the same and connecting the flush bend with cistern and closet and connceting the inlet pipe with suupply main , cost & conveyance of all materials to worksite, payment of taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge
-
-
-
a. 10 ltr. Capacity pvc L.L. cistern with 32mm. Dia CP long flush bend ( Slimline-white-Parryware make )
33
-
1538.3
10. Supplying all materials, labour, T&P and fixing glazed earthenware squatting plate of size 600mmx350mm with integral longitudinal flushing pipe including embedding the plate in 25mm cement mortar (1:8) laid over 150mm cement concrete (1:5:10) using 40mm hard granite metal all complete as per specification and direction of the Engineer in charge
9
-
2584.4
11. Supplying all materials,labour,T&P and fixing Flat back lipped wall (Mini stall urinal -630mmx180mm) urinal of the following sizes including connecting the urinal with 32mm. dia pvc waste pipe 910mm. long by means of white lead mixed with chopped hemp, fixing 32mm. dia CP dome waste, 15mm. dia CP spreader including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc. all complete as per specification and direction of the Engineer in charge Half stall urinal
13
-
2170.9
12. Supplying all materials, labour, T&P and fixing the following vitreous china Wash Down Water Closet(European type W.C. pan)with integral 'p' or 's' trap to the floor with wooden plug and chromium plated pedestal screws including jointing the trap with soil pipe in cement mortar (1:1) fixing plastic seat and cover for wash down water closet with chromium plated brass hinges and rubber buffers including polishing , cost & conveyance of all materials to worksite, payment of royality, taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge
-
-
-
a. European water closet with 'p' trap plain(Hindware/Parryware/Neycer make)
12
-
2563
13. Supplying all materials, labour T&P and fixing wash basins with hole for pillar taps with cast iron 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 pedestal for wash basin recessed at the back for the reception of pipes and fittings, fixing PVC waste pipe of 32mm nominal diameter for wash basin including brass check nut complete, fixing pillar taps capstan head screw down high pressure lettered 'Hot' and 'Cold' with long screws, shanks and back nuts of 15mm dia nominal bore, fixing 15mm dia PVC inlet connection pipe and making connection with pillar cocks and supply mains for wash basin, fixing 32mm dia CP brass waste, cost & conveyance of all materials to worksite, payment of taxes etc. all complete as perP.H specification and direction of the Engineer-in-charge
-
-
-
a. Counter Top Basin (560x455) (Perryware/Hindware/nycer Make) white with 15mm C.P. Pillar cock (jaquar/essco)
30
-
4165.4
b. 22” x 16” pedestal
13
-
3886.1
14. Supplying all materials, labour, T&P for fitting & fixing plain edge kitchen/wall sink of all standard sizes with a pair of bracket, C.P. waste, trap & P.V.C. waste pipe & painting brackets including supply of cement concrete & mortar etc. all complete. 24” x 18” x 10” sink (Jayana Make)
4
-
4878.7
15. Supplying all materials, labour, T&P and fixing standard sized CP towel rail complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge
-
-
-
a. 25mmx600mm long CP towel rail
32
-
690.5
b. Towel ring
36
-
457.7
16. Supplying all materials, labour, T&P and fixing standard sized glass-shelf with CP brass brackets and guard rail complete fixed to wooden plugs with CP screws as per specification and direction of Engineer in charge.
-
-
-
a. 600mmx125mm plate glass shelf with CP/NP guard rails.
13
-
587.2
17. Supplying all materials, labour, T&P and fixing mirror of superior glass mounted on 6mm.thick A.C. sheet or ply wood sheet and fixed to wooden plugs with CP screws and washers complete as per specification and direction of Engineer in charge.
-
-
-
a. 600mmx450mm size B.E mirror (swivelled type)
13
-
621.5
b. Large Size mirror with Frame (30x0.90x0.90)= 24.30
24.3
-
1754.2
18. 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 Engineer in charge
-
-
-
a. CP soap holder
87
-
172
19. Supplying all materials labor T&P & Fitting & fixing CP shower with rim with supply of red lead and yarn nail complete as per direction of Engineer in charge.
-
-
-
b. ½” x 5” CP Shower (Jaquar Make)
28
-
910.5
20. Supplying all materials , labour, T&P and cutting holes through existing brick or laterite masonry wall for taking U-PVC pipes and fittings including making good the damages etc. all complete as per P.H. specification and direction of Engineer-in-charge
100
-
168.5
21. Supplying all materials , labour, T&P and cutting of RCC chajja for taking HCI or U-PVC pipe and fittings including making good the damages etc. all complete as per P.H. specification and direction of Engineer-in-charge
50
-
105.7
22. Supplying all materials ,labour ,T&P and constructing Inspection Chamber of inside size 760mmx760mmx460mm with cement concrete (1:3:6) using 40mm size crusher broken hard black granite metal on bed , KB brick work in cement mortar (1:6) in foundation and plinth, moulding and shaping the channel inside and benching with cement concrete (1:2:4) using 12mm size crusher broken hard black granite chips, 12mm thick cement plaster (1:3) with cement punning to inside, cement flush pointing (1:3) to outside, R.C.C cover slab (1:2:4) using 12mm size crusher broken hard black granite chips with R.C.C man hole cover, earth work in excavation in all kinds of soil and refilling the cavity around the chamber including watering,curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxes etc.all complete as per approved drawing, P.H specification and direction of Engineer-in-charge
-
-
-
a. Inside size 76cmx76cmx46cm with 18” dia RCC MH cover
10
-
7591.9
23. Supplying all materials ,labour ,T&P and constructing gully trap chamber of inside size 250mmx250mm with 8cm thick RCC precast cover slab in cement concrete (1:2:4) mix using 12mm size crusher broken HG chips, foundation concrete (1:4:8) using 40mm size crusher broken HG metal on bed and around trap, KB brick work in cement mortar (1:6) in foundation and plinth and inside 12mm thick cement plastering (1:3) finished with a floating coat of neat cement including fixing 100mmx100mm size HCI gully trap, 150mmX150mm size CI grating etc.all complete as per drawing, specification and direction of Engineer-in-charge
10
-
1300.9
24. Supplying all materials labour T&P filling sand in lavatories well watered and rammed including lead of materials to work site.
12.5
-
328.4
25. Supplying all materials, labour, T&P and providing cement concrete ( 1:4:8 ) with 4cm size crusher broken hard granite metal including watering, curing, cost of all materials,conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge
4.43
-
4020.9
26. Supplying all materials, labour, T&P and providing cement concrete ( 1:2:4 ) with 12mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge
-
-
-
a. Ground Floor
4.43
-
5698.3
b. First Floor
9.14
-
5988.1
c. Second Floor
9.48
-
6321.3
27. Supplying all materials, labour, T&P and providing and fixing ceramic tiles in floors, treads or steps and landing on 25mm thick bed of cement mortar (1:1) ( 1 cement : 1 sand ) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including watering, curing,cost of all materials, conveyance of all materials to work site , payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge ( ceramic floor tiles of premium grade having thickness 7mm to 8mm conforming to IS 13755 of size 40cmx40cm special printed series to be pre-approved by the Engineer-in-charge )
-
-
-
Kajaria tile 40cmx40cm
-
-
-
a. Ground Floor
44.3
-
1168.1
b. First Floor
91.44
-
1177.6
c. Second Floor
94.78
-
1187.5
28. Supplying all materials,labour,T&P and providing 12mm thick cement plaster(1:4) on brick work including watering,curing,cost of all materials, conveyance of all materials to worksite,payment of royalty,all taxes etc.all complete as per PWD specification and direction of the Engineer-in-charge.
-
-
-
a. Ground Floor
145.94
-
143.8
b. First Floor
340.89
-
147
c. Second Floor
348.25
-
150.3
29. Supplying all materials, labour, T&P and providing and fixing porcelain glazed tiles in dado skirting on 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including watering, curing,cost of all materials, conveyance of all materials to work site , payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge( ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm conforming to IS 13753 of size 25cmx33cm special plain / printed series to be pre-approved by the Engineer-in-charge )
-
-
-
A. Kajaria tile 40cmx25cm
-
-
-
a. Ground Floor
145.94
-
1094
b. First Floor
340.89
-
1108.3
c. Second Floor
348.25
-
1123.3
B. Granite tiles 10mm thick
-
-
-
a. Ground Floor
3.77
-
1779.3
b. First Floor
7.54
-
1793.6
c. Second Floor
7.54
-
1808.6
30. Supplying all materials,labour,T&P and constructing surface drain of size 100mm top width and 75mm deep with cement concrete (1:3:6) using 40mm size h,g metal on bed, 1st class K.B. brick work in cement morter (1:3) inside, 12mm thick cement plaster (1:3) finished smooth with cement punning including watering, curing, conveyance of all materials to worksite, payment of royality, taxes etc all complate as per specification and direction of the Engineer in charge
40
-
731.5
31. Providing fitting, fixing of Aluminium door with anodized AL. door section of 9202 as vertical member,9201 as top and 9200 as middle bottom member with frame section No. 9221 and tapered clip no. 4660 and the frame to be completed by means of jointing angle No. 1855 Including all Cost of Labour. T&P hire charges of drilling machine. labour charges etc. complete. Ref : OBI10
134.91
-
5140.37
32. Supplying all materials labor T&P and fitting & fixing 40mm to 50mm thick marble partition wall or screen wall including cutting grooves and mending good the damages with cement concrete (1:2:4) using 12mm size hard granite chips including watering, curing, conveyance of all materials to worksite, payment of royality, taxes etc all complate as per specification and direction of the Engineer in charge
19.5
-
811.5
33. Supplying all materials, labour, T&P and providing brick work in super structure with K.B bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:4) including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
-
-
-
a. Ground Floor
2.5
-
4207.3
b. First Floor
2.5
-
4463.3
c. Second Floor
2.5
-
4757.8
34. Supplying all materials, labour, T&P and providing fitting and fixing (Aqua guard) pure chill 120 PSS UV of size 750 x 570 x 1350mm hight with water storage capacity 120 liter's along with 3 noa of faucets 2 for cold water and 1 for normal water including a flow of 1.5 ltr per munite etc all complete as per approved drawing , specification and direction of the Engineer in charge
-
-
-
A. Aqua guard pure Chill 120 PSS UV
6
-
87838.4
35. Supplying all materials, labour, T&P and laying in trenches (to level or slope) unplasticized P.V.C. pipe conforming to IS 4985/2000 of the following out side dia for class- 3 (0.60mpa ) including jointing with supply of approved solvent cement by non-heat application method/as per manufacture's specification, provoding and laying in trench cement concrete (1:4:8) with 40mm size hard granite metal in the type C-1 standard bedding surrounding or encasing including concrete for bedding and curing etc all complete as per P.H. specification and direction of the Engineer in charge
-
-
-
a. 100mm dia P.V.C. pipe
40
-
992.1
b. 150mm dia P.V.C. pipe
40
-
1622.1
36. Supplying all materials labor T&P and constructing MH chamber of sizes earth work in excavation in all kinds of soil CC(1:1:8) with black granite chips size 46mm brick work with K.B. brick having crossing strength not less than 75 Kg /CM2 to 90 Kg/CM2s in CM(1:6)12mm C.P(1:8) inside MH chamber over benching with cement slush pointing (1:3)outside the MH chamber providing painting MS or CI step iron RCC(roof of slab with CC(1:2:4)with black granite chips size 12mm bending binding tying the grills placing of the reinforcement providing RCC color of required size refilling the cavity around the MH chamber with excavated earth including channeling the bed of MH etc all complete as per PH specification.
-
-
-
a. MH size 0.91m x 0.91 m with 0.45 m (18” dia RCC Cover )
12
-
14777.2
37. Supplying all materials labour T&P and constructing 1.40m dia x 2.00 m deep soak way pit with dry brick having crossing strength not less than 75Kg/CM2 to 99Kg/CM2 in CM(1:6) for the remaining 0.4572mm height of wall at top CC(1:3)inside and outside inside fill with dry brick khoa size 38mm ,CM thick RCC perforated slab to a height of 1.9012m from bottom covered by means of 50mmthick RCC wall cover in pieces filled with iron plugs including earth work in excavation refilling of cavity around the pit and painting the iron works complete as per PHD design and specification including carriage of all materials to site.
4
-
17131.6
4 Nos 50 Users Septic tank
-
-
-
38. Earth work in excavation of foundation in all kinds of soil with in 1.5m initial lift including dressing and leveling of bed and breaking the clods and the excavated materials with in 50m initial lead as per direction of Engineer in charge.
116.8
-
196.7
39. Earth work in excavation of foundation in all kinds of soil with in 1.5m initial lift including dressing and leveling of bed and breaking the clods and the excavated materials with in 50m initial lead as per direction of Engineer in charge with 1st extra lift of 1.50 m over initial laft.
77.88
-
225.6
40. Supplying all labor T&P & filling foundation and plinth with excavated materials well watered & rammed etc. all complete as per direction of EIC.
132
-
109.28
41. Supplying all materials, labour, T&P and providing cement concrete ( 1:2:4 ) with 12mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge
17.52
-
5698.3
42. Supplying all materials, labour, T&P and providing cement concrete (1:1½:3) with 12mm size crusher broken hard black granite chips for RCC works including hoisting, laying, watering, curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxes etc. all complete as per PWD specification and direction of the Engineer in charge.
6.12
-
6343.9
43. Supplying all materials, labour, T&P and providing steel reinforcement of Fe-415 /Fe-500 grade for RCC work including cutting,bending,binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge,cost of steel, conveyance of all materials to worksite, payment of royalty,all taxes etc all complete as per PWD specification and direction of the Engineer-in-charge.
6.2
-
6194.8
44. Supplying all materials, labour, T&P and providing rigid & smooth centering and shuttering for RCC works including false work and dismantling them after casting including conveyance of all materials to worksite, payment of royalty, taxes etc. all complete as per specification and direction of the Engineer-in-charge
-
-
-
A. RCC floor, roof slab chhaja up to 4.430 m height
30.8
-
427.2
45. Supplying all materials.labour.T&P and providing brick work in foundation and plinth with KB bricks having curshing strength not less than 75 kg/sqcm with dimensional tolerance+ 8% in cement mortar ( 1:3 ) including watering,curing,cost of all materials,conveyance of all materials to worksite,payment of royalty,all taxes etc.all complete as per PWD specification and direction of the Engineer in charge.
63.36
-
4374.9
46. Supplying all materials,labour,T&P and providing 12mm thick cement plaster(1:3) on brick work including watering,curing,cost of all materials, conveyance of all materials to worksite,payment of royalty,all taxes etc.all complete as per PWD specification and direction of the Engineer-in-charge.
140
-
154.2
47. Supplying all materials,labour,T&P and providing 12mm thick cement plaster(1:6) on brick work including watering,curing,cost of all materials, conveyance of all materials to worksite,payment of royalty,all taxes etc.all complete as per PWD specification and direction of the Engineer-in-charge.
220
-
132.5
48. Supplying all materials, labour, T&P and providing cement punning including watering, curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxes etc. all complete as per specification and direction of the Engineer-in-charge
140
-
30.7
49. Supplying all materials labour T&P and fitting and fixing 12mm dia MS/CI step iron including supply of necessary CC(1:2:4) for fixing etc. complete as per PH specification.
40
-
203.3
50. Supplying all materials, labour T&P for providing fitting & fixing 100mm x 100mm SW Tee in wall including filling the recess with cement concrete (1:2:4) with 12mm size HG chips all complete including watering curing conveyance of all materials to work site payment of royalty all complete as per specification and direction of Engineer in charge.
8
-
337.8
51. Supplying all materials labor T&P filling sand in foundation and plinth with well watered and rammed etc all complete as per direction of Engineer-in-charge.
23.36
-
328.4
Construction of 2nos production wells including scientific source finding through consolidated and unconsolidated rock with down the hammer drilling rig or combination rig with PVC pipe and installation of submersible pump set with all acessories
-
-
-
52. Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rig or combination rig as required to suit the site condition as per the direction of the Engineer in charge including use of own rig with its accessories, tools and plant and consumables etc for lowering of 200mm/150mm dia G.I/P.V.C/M.S casing pipes for housing fitted with 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 overburden is to be provided by the contractor including lowering and withdrawing after completion of the tube well), 200mm dia to 400mm dia in overburden portion including packing of gravel supplied by the contractor for 400mm dia bore only
-
-
-
A. Drilling of 200mm dia bore
-
-
-
00 mtr to 30mtr
60
-
755.48
30 mtr to 45mtr
30
-
836.28
B. Drilling of 150mm dia bore
-
-
-
45 mtr to 215.00mtr
340
-
554.49
53. Lowering the following size of G.I/P.V.C/M.S housing pipes with or without slotted pipes as per the necessity from ground level up to 45.00m depth and fitted and fixed up in perfectly vertical position including cutting and threading of pipes and slotted pipes and supplying and fixing all jointing materials, tools and plant etc all complete and keeping the top of casing pipe threaded including plugging tube wells to prevent entry of foreign materials.
-
-
-
A. Lowering of 200mm dia P.V.C casing pipes
-
-
-
a. 00 mtr to 30 mtrs
60
-
138.2
b. 30 mtr to 60mtr
30
-
138.2
54. Supplying polyvinyl chloride pipes as per ASTM-D-1785-89 having threads in accordance with DIN 2999 part-1/DIN-42225 part-II specification length of pipe (laying length) will be 3 mtrs. The pipes shall be supplied with both external and threaded with free socket. The pipe having external thread at one end i.e female and or belled end. The female end having internal thread is to be belled in order to accept the male end while jointing pipes with a bore threading shall be provided with a greave at the roof of the male thread accomodate flexible PVC/Rubber 'O' ring to make the joint water tight colour of the pipe shall be blue. The name of the manufacture along with batch No class of pipe shall be stranded legibly of each pipe length.
-
-
-
a. 200mm dia PVC (sch-80) pipe
90
-
1633.8
55. Supplying all materials, labour, T&P and providing and providing sanitary sealing by cement concrete grouting of annular space around GI/PVC/MS housing pipe upto 5m below ground level (as per drawing) to plug the bore hole excluding cost of cement all complete as per direction of the Engineer in charge. Minimum one metre of casing pipe to be inserted in the bore into the rock at the bottom to ensure sanitary sealing (excluding cost of cement which will be supplied directly by the department)
2
-
789.8
56. Cleaning and developing the tube well with supply of compressor worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipment and labour as per direction of the Engineer in charge
-
-
-
a. By DTH Rig
2
-
4994.8
57. Supplying all materials, equipment, labour & conducting reconnaissance survey, integrated Hydrological and Geophysical (Electrical Resistivity Method) survey & selection of potential source for exploration of Ground Water including selection and recommendation of site for drilling wells in selected locations in any part of Orissa under the following Geological formation:
-
-
-
a. Rocky terrain with boulder formation for 300m depth
4
-
1122.11
58. Supplying all materials, labour, T&P and providing, fitting and fixing submersible pump with squirrel cage induction type submersible type submersible electric motor to run on 3 phase/1 phase line voltage ranging from 320 volt to 450 volt conforming to IS: 8034/89 with following specifications with suitable control panel, jointing with GI/PVC/HDPE pipes, electrification, testing, commissioning, trial running, conveyance of all materials to worksite, payment of taxes etc all complete as per specification and direction of the Engineer in charge (Texmo/Crompton Greaves/Kirloskar make)
-
-
-
a. 2 H.P. Single phase/ three phase 3 stage head renge of 30 to 54 mtr with discharge capasity 155 to 110 L.P.M With outlet dia 32 mm (keeping 100% standby)
3
-
16625.6
b. DOL Control panel
3
-
3805.5
c. 40mm dia steel short piece
3
-
152.3
d. Well cap
2
-
152.3
e. 50mm size CI bracket
3
-
91.3
f. 2.50sqmm flat cable
330
-
128.5
g. 20mm dia rigid UPVC pipes
90
-
6.9
h. Steel rope with cover
90
-
26.7
i. Labour charges for lowering including transportation
3
-
2000
59. Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor HDPE pipes and pipe fittings conforming to IS: 4984/2000 (10kgf/sqcm) of the following nominal bore with clamps and jointing by Fusion welding method including testing, making good the wall, ceiling and floor all complete as per specification and direction of the Engineer in charge
-
-
-
a. 32mm HDPE pipes (Finolex/Supreme make)
220
-
99.8
1 no 30,000 Ltr R.C.C. Under Ground Sump
-
-
-
60. Earth work in excavation of foundation in all kinds of soil with in 1.5m initial lift including dressing and leveling of bed and breaking the clods and the excavated materials with in 50m initial lead as per direction of Engineer in charge.
63.62
-
196.7
61. Supplying all labor T&P & filling foundation and plinth with excavated materials well watered & rammed etc. all complete as per direction of EIC.
63.62
-
109.28
62. Supplying all materials, labour, T&P and providing cement concrete ( 1:3:6 ) with 40mm size crusher broken hard black granite metal including watering, curing,cost of all materials, conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge.
4.03
-
4368.1
63. Supplying all materials, labour, T&P and providing cement concrete (1:1½:3) with 12mm size crusher broken hard black granite chips for RCC works including hoisting, laying, watering, curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxes etc. all complete as per PWD specification and direction of the Engineer in charge.
16.5
-
6343.9
64. Supplying all materials, labour, T&P and providing steel reinforcement of Fe-415 /Fe-500 grade for RCC work including cutting,bending,binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge,cost of steel, conveyance of all materials to worksite, payment of royalty,all taxes etc all complete as per PWD specification and direction of the Engineer-in-charge.
19.8
-
6194.8
65. Supplying all materials, labour, T&P and providing rigid & smooth centering and shuttering for RCC works including false work and dismantling them after casting including conveyance of all materials to worksite, payment of royalty, taxes etc. all complete as per specification and direction of the Engineer-in-charge
-
-
-
a. RCC floor, roof slab chhaja up to 4.430 m height
113.4
-
427.2
66. Supplying all materials,labour,T&P and providing 12mm thick cement plaster(1:3) on brick work including watering,curing,cost of all materials, conveyance of all materials to worksite,payment of royalty,all taxes etc.all complete as per PWD specification and direction of the Engineer-in-charge.
138.19
-
154.2
67. Supplying all materials, labour, T&P and providing cement punning including watering, curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxes etc. all complete as per specification and direction of the Engineer-in-charge
63
-
30.7
68. Supplying all materials labor T&P filling sand in foundation and plinth with well watered and rammed etc all complete as per direction of Engineer-in-charge.
4.03
-
328.4
1 Nos Pump House of size 8'-0''x8'-0''
-
-
-
69. Earth work in excavation of foundation in all kinds of soil with in 1.5m initial lift including dressing and leveling of bed and breaking the clods and the excavated materials with in 50m initial lead as per direction of Engineer in charge.
7.57
-
196.7
70. Supplying all materials, labour, T&P and providing cement concrete ( 1:2:4 ) with 12mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge
1.72
-
5698.3
71. Supplying all materials, labour, T&P and providing cement concrete (1:1½:3) with 12mm size crusher broken hard black granite chips for RCC works including hoisting, laying, watering, curing,cost of all materials, conveyance of all materials to worksite, payment of royalty,all taxes etc. all complete as per PWD specification and direction of the Engineer in charge.
0.95
-
6343.9
72. Supplying all materials, labour, T&P and providing steel reinforcement of Fe-415 /Fe-500 grade for RCC work including cutting,bending,binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge,cost of steel, conveyance of all materials to worksite, payment of royalty,all taxes etc all complete as per PWD specification and direction of the Engineer-in-charge.
1
-
6194.8
73. Supplying all materials, labour, T&P and providing rigid & smooth centering and shuttering for RCC works including false work and dismantling them after casting including conveyance of all materials to worksite, payment of royalty, taxes etc. all complete as per specification and direction of the Engineer-in-charge
-
-
-
a. RCC floor, roof slab chhaja up to 4.430 m height
7.02
-
427.2
74. Supplying all materials.labour.T&P and providing brick work in foundation and plinth with 23cmx11cmx8cm size KB bricks having curshing strength not less than 75 kg/sqcm with dimensional tolerance+ 8% in cement mortar ( 1:3 ) including watering,curing,cost of all materials,conveyance of all materials to worksite,payment of royalty,all taxes etc.all complete as per PWD specification and direction of the Engineer in charge.
10.89
-
4374.9
75. Supplying all materials,labour,T&P and providing 12mm thick cement plaster(1:6) on brick work including watering,curing,cost of all materials, conveyance of all materials to worksite,payment of royalty,all taxes etc.all complete as per PWD specification and direction of the Engineer-in-charge.
47.66
-
132.5
76. Supplying all materials, labour, T&P & providing 2.5cm thick A.S. flooring with cement concrete (1:2:4) 12mm hard broken granite chips including conveyance of all materials, watering curing payment of royalty taxes etc. all complete as per direction of Engineer-in-charge.
5.76
-
283.1
77. Supplying all materials, labour, T&P & providing 2.5cm thick D.P.C. flooring with cement concrete (1:2:4) 12mm hard broken granite chips including conveyance of all materials, watering curing payment of royalty taxes etc. all complete as per direction of Engineer-in-charge.
3.68
-
273.1
78. White washing two coats with approved good stone lime over the interior surface of the walls and celing inculding all labour charges cost and conveyance of all materials, taxes and cost of indigo glue with T & P etc complete in all respect in frist floor and as per direction of the Engineer -in- charge
54.5
-
12
79. Supplying fitting, fixing in position angle iron window frame made out of 35mm x 35mm x 5mm, M.S. angle with required nos. of hinges and steel shutter made out of 25mm x 25mm x3mm, M.S. angle fitted with 20 gauge G.P. sheet/ steel plate and welded with tower bolt, handle hold fast & M.S. flat of 19mm x 3mm & welded with entire grill on windows and one coat of red oxide primer and fixing with C.C. (1:3:6) using 12mm size HBG CB Chips and making good to the damages and finishing the exposed surface smooth with watering curing etc. as per direction of the Engineer-in-charge.
103
-
61.95
Rain Water Harvesting System
-
-
-
80. 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 or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer's specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches , cost & conveyance of all materials to worksite, payment of taxes etc. all complete as per P.H specification and direction of the Engineer-in-charge.
-
-
-
a. 110mm U-PVC SWR Pipe (Ori Plast/Finolex/Supreme Make Type-B)
100
-
383.9
81. Supplying all materials, labour, T&P and constructing inspection chamber of the following size with cement concrete(1:3:6) using 40mm size hard granite metal on bed, 1st class KB brickwork in cement mortar(1:6), moulding and shaping the channel inside and benching with cement concrete (1:2:4) using 12mm size h.g chips, 12mmthick cement plaster (1:3) with punning to inside, cement flush pointing (1:3) to outside, RCC cover slab in (1:2:4) using 12mm size h.g chips with RCC man hole cover, earthwork in 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 the Engineer in charge
-
-
-
a. Inside size 760mm x760mm x460mm
4
-
7591.9
82. Supplying all materials labor T&P and binding glazed stone ware pipes and aligning to requisite gradient inside the trench to jointing with tarred cascade and cement motor prop.(1:1 )encasing the pipe all around with CC(1:3:6) with washed gravel CC(1:4:8) with hard stone metal size 25mm to 50mm on bed on the trench lowering the pipe to bed on trenches in earth work in excavation trenches in all kinds of soil and refilling the same in 30mm layers watering ramming and removal of surplus earth disorient sewer line including use of T&P sight rails binding rods plug lights etc .all complete as per P.H .Specification. All round concrete encasing up to 1.50metre depth.
-
-
-
a. 150mm dia P.V.C. Pipe
80
-
1622.1
83. Supplying all materials labour T&P and constructing soak way pit with dry brick having crossing strength not less than 75Kg/CM2 to 99Kg/CM2 in CM(1:6) for the remaining 0.4572mm height of wall at top CC(1:3)inside and outside inside fill with dry brick khoa size 38mm ,CM thick RCC perforated slab to a height of 1.9012m from bottom covered by means of 50mmthick RCC wall cover in pieces filled with iron plugs including earth work in excavation refilling of cavity around the pit and painting the iron works complete as per PHD design and specification including carriage of all materials to site.
-
-
-
a. 1.80m dia x 2.60 deep soakway pit
2
-
36763.5
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements