Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date15 Nov 2022
Closing Date23 Nov 2022
Tender Amount₹ 59,45,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CERWI_83201_1Bid Award Id
ViewTender No
RWDKNJ-12/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
Construction of R.I. Office cum residence at Kusumbandh in the district of Mayurbhanj for the year 2022-23
Construction of R.I. Office cum residence at Kusumbandh in the district of Mayurbhanj for the year 2022-23.
BOQ Items
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Providing and laying P.C.C (1:3:6) with 40 mm size Hand broken hard granite metal of approved quality from approved quarry including hoisting lowering & laying concrete in layers not exceeding 9" thick to the required level including cost,conveyance & royalty of all materials with all taxes & compacting watering curing & all labour with T & P articles required for the work etc complete as per direction of the Engineer-in-charge.
18.74
-
5061.47
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R.C.C. M-25 having a minimum compressive strength(in work test) 200 Kg/cm.2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with I.S. 456 and I.S.516 using 20mm & down graded size black hard crusher broken granite chips of approved quality from approved quarry including hoisting, lowering laying and compacting concrete, watering and curing for 28days centering, shuttering, finishing the exposed surfacs inculding ceiling, smooth, providing grooves beads where necessary and providing, required No of fan Hooks as directed including, cost, conveyance, royalities and taxes of all materials and cost, of all labour and T & P required for the work etc. complete in all respect including 1% cess as per direction of the Engineer-in-Charge.
Column Base
27.28
-
5966.98
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Column & Beam
(Ground Floor)
14.97
-
13392.54
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Column & Beam
(First Floor)
8.67
-
14434.94
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Column & Beam
(2nd Floor)
2.68
-
15526.94
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Plinth Band
(Ground Floor)
8.92
-
6324.54
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Plinth Band
(2nd Floor)
0.32
-
6428.44
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Lintel Band
(Ground Floor)
1.8
-
9563.58
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Lintel Band
(First Floor)
1.83
-
9920.72
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Lintel Band
(2nd Floor)
0.17
-
10287.14
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Chajja (Ground Floor)
5.3
-
861.38
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Chajja (First Floor)
5.67
-
914.88
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Chajja (2nd Floor)
0.93
-
969.58
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Roof Slab (Ground Floor)
8.03
-
10209.34
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Roof Slab (First Floor)
8.01
-
10695.74
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Roof Slab (2nd Floor)
2.26
-
11193.04
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Stair Case (Ground Floor)
2.1
-
11376.35
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Stair Case (First Floor)
2.1
-
12164.39
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Cutting, streightening the bent up M.S./TS Rods bending, binding, welding, jointing if necessary and tying the grills and placing in position, as required for R.C.C work and for providing required No. of Fan Hooks hoisting, lowering, laying including, cost, conveyance, taxes of all M.S. Rods or Tor steel and binding wires of 118 to 20 gauge required for the work bending, binding and tying the grills in all floors (Payment will be made on weight of M.S. Rods or Tor steel only and no separate payment will be made towards the weight of binding wires as per direction of the Engineer-in-Charge
Ground Floor
74.43
-
10056.52
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Cutting, streightening the bent up M.S./TS Rods bending, binding, welding, jointing if necessary and tying the grills and placing in position, as required for R.C.C work and for providing required No. of Fan Hooks hoisting, lowering, laying including, cost, conveyance, taxes of all M.S. Rods or Tor steel and binding wires of 118 to 20 gauge required for the work bending, binding and tying the grills in all floors (Payment will be made on weight of M.S. Rods or Tor steel only and no separate payment will be made towards the weight of binding wires as per direction of the Engineer-in-Charge
First Floor
28.27
-
10270.38
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Cutting, streightening the bent up M.S./TS Rods bending, binding, welding, jointing if necessary and tying the grills and placing in position, as required for R.C.C work and for providing required No. of Fan Hooks hoisting, lowering, laying including, cost, conveyance, taxes of all M.S. Rods or Tor steel and binding wires of 118 to 20 gauge required for the work bending, binding and tying the grills in all floors (Payment will be made on weight of M.S. Rods or Tor steel only and no separate payment will be made towards the weight of binding wires as per direction of the Engineer-in-Charge
2nd Floor
7.48
-
10494.93
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Brick masonary in cement mortar (1:6) using Fly ash Bricks of size 10" x 5" x 3" having crushing strength not lessthan 75 Kg/cm2 in Foundation & Plinth after immersing the bricks for six hours in water before use in all florrs with all necessary projection, cutting mlulding, corbelling, champering, watering and curing including cost conveyance, royalties and taxes of all materials and cost of all labour T&P required for the work etc.complete as per the direction of Engineer in Charge. Ground Floor
125.81
-
4705.07
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Brick masonary in cement mortar (1:6) using Flyash Bricks of size 10" x 5" x 3" having crushing strength not lessthan 75 Kg/cm2 in super structure after immersing the bricks for six hours in water before use in all florrs with all necessary projection, cutting mlulding, corbelling, champering, watering and curing including cost conveyance, royalties and taxes of all materials and cost of all labour T&P required for the work etc.complete as per the direction of Engineer in Charge. Ground Floor
98.16
-
4738.4
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Brick masonary in cement mortar (1:6) using Flyash Bricks of size 10" x 5" x 3" having crushing strength not lessthan 75 Kg/cm2 in super structure after immersing the bricks for six hours in water before use in all florrs with all necessary projection, cutting mlulding, corbelling, champering, watering and curing including cost conveyance, royalties and taxes of all materials and cost of all labour T&P required for the work etc.complete as per the direction of Engineer in Charge. First Floor
30.08
-
5016.96
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Brick masonary in cement mortar (1:6) using Flyash Bricks of size 10" x 5" x 3" having crushing strength not lessthan 75 Kg/cm2 in super structure after immersing the bricks for six hours in water before use in all florrs with all necessary projection, cutting mlulding, corbelling, champering, watering and curing including cost conveyance, royalties and taxes of all materials and cost of all labour T&P required for the work etc.complete as per the direction of Engineer in Charge. 2nd Floor
19.3
-
5337.31
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Cement concrete work (1:2:4) using 12mm to 20mm size black hard crusher broken granite chips of approved quality and from approved chips of approved quality and from approved quarry including hoisting, lowering laying and compacting concrete, watering and curing for 28days including finishing the exposed surfacs including, cost, conveyance, royalities and taxes of all materials and cost, of all labour and T & P required for the work etc. complete as per direction of the Engineer-in-Charge
45.39
-
6568.09
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2.5cm Damp proof course with CC (1:2:4 ) using 12mm size black hard crusher broken granite chips of approved quality and from approved chips of approved quality and from approved quarry including cost conveyance and royality of all materials with all taxes and all labour with T&P required for the work etc. complete as per direction of the Engineer-in-Charge.
80.68
-
305.61
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20 mm thick C.P in CM (1:4) in grading plaster over roof slab including cost of all labour , material etc complete as per direction of Engineer-in-charge .(First Floor)
72.6
-
236.54
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20 mm thick C.P in CM (1:4) in grading plaster over roof slab including cost of all labour , material etc complete as per direction of Engineer-in-charge (2nd Floor)
18.08
-
247.34
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12 mm thick cement plaster (1:6) over brick massonary finished smooth, after racking out the joints including watering, and curing with cost, conveyance, royalities and taxes of all materials, and cost of all labour and T & P required for the work complete as directed by the Engineer-in-Charge.(Ground Floor)
148.1
-
148.46
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12 mm thick cement plaster (1:6) over brick massonary finished smooth, after racking out the joints including watering, and curing with cost, conveyance, royalities and taxes of all materials, and cost of all labour and T & P required for the work complete as directed by the Engineer-in-Charge. (First Floor)
109.27
-
154.22
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12 mm thick cement plaster (1:6) over brick massonary finished smooth, after racking out the joints including watering, and curing with cost, conveyance, royalities and taxes of all materials, and cost of all labour and T & P required for the work complete as directed by the Engineer-in-Charge.(2nd Floor)
91.2
-
160.27
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16 mm thick cement plaster(1:6) over brick massonary finished smooth, after racking out the joints including watering, and curing with cost, conveyance, royalities and taxes of all materials, and cost of all labour and T & P required for the work complete as directed by the Engineer-in-Charge.(Ground Floor)
965.03
-
211.38
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16 mm thick cement plaster(1:6) over brick massonary finished smooth, after racking out the joints including watering, and curing with cost, conveyance, royalities and taxes of all materials, and cost of all labour and T & P required for the work complete as directed by the Engineer-in-Charge.(First Floor)
280.95
-
216.52
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16 mm thick cement plaster(1:6) over brick massonary finished smooth, after racking out the joints including watering, and curing with cost, conveyance, royalities and taxes of all materials, and cost of all labour and T & P required for the work complete as directed by the Engineer-in-Charge.(2nd Floor)
81.43
-
221.82
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Fixing ceramic floor tiles having size (30cm X 30cm) in floors treads or steps on 25mm thick bed of cement mortar (1:1) with neat cement slury etc complete as per direction of the Engineer-in-Charge.(Ground Floor)
70.28
-
1360.99
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Fixing ceramic floor tiles having size (30cm X 30cm) in floors treads or steps on 25mm thick bed of cement mortar (1:1) with neat cement slury etc complete as per direction of the Engineer-in-Charge.(First Floor)
63.45
-
1367.65
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Fixing ceramic floor tiles having size (30cm X 30cm) in floors treads or steps on 25mm thick bed of cement mortar (1:1) with neat cement slury etc complete as per direction of the Engineer-in-Charge.(2nd Floor)
16.76
-
1374.34
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Supplying, fitting & fixing ceramic wall tiles in dados skirting and risers of steps on 12mm thick C.M.(1:3) including cost, conveyance & taxes of all material, labour etc complete as per specification and direction of the Engineer-in-Charge.(Ground Floor)
41.06
-
1269.9
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Supplying, fitting & fixing ceramic wall tiles in dados skirting and risers of steps on 12mm thick C.M.(1:3) including cost, conveyance & taxes of all material, labour etc complete as per specification and direction of the Engineer-in-Charge.(First Floor)
40.73
-
1275.56
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Supplying, fitting & fixing ceramic wall tiles in dados skirting and risers of steps on 12mm thick C.M.(1:3) including cost, conveyance & taxes of all material, labour etc complete as per specification and direction of the Engineer-in-Charge.(2nd Floor)
0.71
-
1281.25
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Fixing chequred tiles on 12 mm thick bed of cement morta (1:3) with neat cement slury etc complete as per direction of the Engineer-in-Charge. (Ground Floor)
24.98
-
953.49
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Supplying and fitting-fixing of Un-plasticised poly vinyl chloride (UPVC) (FENESTA / NCL / VEKA LTD.). Casement Door - 60- Series duly manufactured using UPVC reinforced profiles of 60mmx55mmx2.5mm for outer frames, 102mmx60mmx2.25mm for casement door sash profile and 74mmx60mmx2.5mm mulion profile capable of mounting single glazing system, structurally reinforced with hot dip galvanised up to 50 microns of minimum thickness of 2.0 mm prefabricated and welded through fushion welding the door sash shall be fitted with 12mm thick WPC board of green play make duly fixed with EPDM wheathering seal resistance accessories like clipping locking system made of aluminium 1 No per set of sashes and the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing/deglazing at site etc, including cost and conveyance of all materials, accessories , labour charges, materials and product confirming to ASTM D 638 -14, EN-477-95 and other applicable codes and standards.
34.14
-
8963
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Supplying and fitting-fixing of Un-plasticised poly vinyl chloride (UPVC) (FENESTA / NCL / VEKA LTD.). Three track -Three panel sliding window-60-series duly manufactured using UPVC reinforced profiles of 108mmx45mmx2.5mm of outer frames and window sash of 39 mmx58mmx2.5mm capable of mounting single glazing system, structurally reinforced with hot dip galvanised up to 50 microns of minimum thickness of 1.5 mm prefabricated and welded through fushion welding the window frame shall be fitted with 6mm thick clear touchenced glass of SAINT -GOBAIN make duly fixed with EPDM wheathering seal resistance and the system is to be installed using Unreinforced large coupler at the site using anchoner fasteners, silicon rubber sealant , easy glazing/deglazing at site etc, including cost and conveyance of all materials, accessories , labour charges, materials and product confirming to ASTM D 638 -14, EN-477-95 and other applicable codes and standards.
12.26
-
5984
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Cement washing one coat with cement over new plaster surface including all cost , conveyance , royalties, taxes of all labour , material etc complete as per direction of the Engineer-in-Charge.(Ground Floor)
2353.25
-
16.34
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Cement washing one coat with cement over new plaster surface including all cost , conveyance , royalties, taxes of all labour , material etc complete as per direction of the Engineer-in-Charge. (First Floor)
109.27
-
16.75
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Distempering two coats to wall with approved distemper of approved shade including cost, conveyance & taxes of all material, labour etc complete as per specification and direction of the Engineer-in-Charge .(Ground Floor)
354.05
-
68.24
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Distempering two coats to wall with approved distemper of approved shade including cost, conveyance & taxes of all material, labour etc complete as per specification and direction of the Engineer-in-Charge .(First Floor)
344.41
-
69.83
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Distempering two coats to wall with approved distemper of approved shade including cost, conveyance & taxes of all material, labour etc complete as per specification and direction of the Engineer-in-Charge .(2nd Floor)
54.02
-
71.47
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Finishing walls with weather coat of approved shade on new work two coat over acoat of primer to give an even shade including cost of all materials, labour charges, T&P etc required for the work complete as per direction of the Engineer-in-charge.(Ground Floor)
907.18
-
120.15
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Finishing walls with weather coat of approved shade on new work two coat over acoat of primer to give an even shade including cost of all materials, labour charges, T&P etc required for the work complete as per direction of the Engineer-in-charge.(First Floor)
109.27
-
120.89
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Finishing walls with weather coat of approved shade on new work two coat over acoat of primer to give an even shade including cost of all materials, labour charges, T&P etc required for the work complete as per direction of the Engineer-in-charge.(2nd Floor)
172.63
-
121.65
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Providing , fitting & fixing Steel Angle Iron window frame with M.S grill manufactured from standard rolled steel angle section 40 mm X 40 mm X 6 mm cornered of the frame duly metered and electrically welded with fish tail hold fasts made out of M.S flats of size 200 mm X 50 mm X 30 mm wide & 5 mm thick at the rate of 4 nos per frame with M.S hinges of size 75 mm & 14 SWG thick at the rate of 3 nos for each single leaf shutter tower bolt ring & M.S Grills made out of 19 mm x 5 mm flat properly welded to the window frame with one coat of anti corrosive red oxide zinc chrome primere as per direction of Engineer - in - Charge.(Ground Floor)
820
-
93.02
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Providing , fitting & fixing Steel Angle Iron window frame with M.S grill manufactured from standard rolled steel angle section 40 mm X 40 mm X 6 mm cornered of the frame duly metered and electrically welded with fish tail hold fasts made out of M.S flats of size 200 mm X 50 mm X 30 mm wide & 5 mm thick at the rate of 4 nos per frame with M.S hinges of size 75 mm & 14 SWG thick at the rate of 3 nos for each single leaf shutter tower bolt ring & M.S Grills made out of 19 mm x 5 mm flat properly welded to the window frame with one coat of anti corrosive red oxide zinc chrome primere as per direction of Engineer - in - Charge.(First Floor)
260
-
93.02
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Providing , fitting & fixing Steel Angle Iron window frame with M.S grill manufactured from standard rolled steel angle section 40 mm X 40 mm X 6 mm cornered of the frame duly metered and electrically welded with fish tail hold fasts made out of M.S flats of size 200 mm X 50 mm X 30 mm wide & 5 mm thick at the rate of 4 nos per frame with M.S hinges of size 75 mm & 14 SWG thick at the rate of 3 nos for each single leaf shutter tower bolt ring & M.S Grills made out of 19 mm x 5 mm flat properly welded to the window frame with one coat of anti corrosive red oxide zinc chrome primere as per direction of Engineer - in - Charge.(2nd Floor)
97.5
-
93.02
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Painting two coats with approved paint over a coat of primer of any approved shade with cost, conveyance, taxes of all materials, all labour and T&P required for the work including the cost of primer all other materials aetc complete as per direction of the Engineer-in-Charge.(Ground Floor)
22.62
-
196.38
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Painting two coats with approved paint over a coat of primer of any approved shade with cost, conveyance, taxes of all materials, all labour and T&P required for the work including the cost of primer all other materials aetc complete as per direction of the Engineer-in-Charge.(First Floor)
26
-
200.01
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Painting two coats with approved paint over a coat of primer of any approved shade with cost, conveyance, taxes of all materials, all labour and T&P required for the work including the cost of primer all other materials aetc complete as per direction of the Engineer-in-Charge. (2nd Floor)
1.95
-
203.75
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Supplying fitting and fixing of stainless steel of 304 grade in hand railing using 50 mm dia of 2 mm thick circular pipe with Balustrade of size 32 mm x 32 mm x 2 mm etc complete as per direction of the Engineer-in-Charge.(Ground Floor)
9.7
-
3513.4
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Supplying fitting and fixing of stainless steel of 304 grade in hand railing using 50 mm dia of 2 mm thick circular pipe with Balustrade of size 32 mm x 32 mm x 2 mm etc complete as per direction of the Engineer-in-Charge.(First Floor)
13.67
-
3557.64
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Providing & laying 80mm thick factory made cement concrete interlocking paver block of M-30 grade made by block makine machine with strong vibratory compaction of approved size, design & shape, laid in required etc complete as per direction of the Engineer-in-Charge
Paver Block
112.5
-
910.33
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Earth work in in hard soil or Gravelly soil in embankments , roads etc within 50 m initial lead & 1.5 mtr initial lift including rough dressing & breaking clods to max 5cm to 7 cm & laying in layers not exceeding 0.30m in depth as per specification approved by the department along with proper compaction with P.R.R including hire & running chargs of P.R.R etc complete as per direction of the Engineer-in-Charge. ( Measurements to be taken on finished compacted section of the fill)
810
-
201.67
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