Rural Development Department Tender
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Costs
EMD
₹ 11,00,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERWI_125870_1Bid Award Id
ViewTender No
CCE-BLS-NCB-7Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Plain Cement concrete (1:3:6) with 4cm. Size hand/crusher broken hard granite metal of approved quality from approved quarry including hoisting,lowering and laying in position in layers not exceeding 15cm. Thick with proper packing and ramming by means of vibrator to proper slope & level including curring, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance, royalty & taxes of all materials required for the work including supplying & working of pumps and all other materials required for the work & all other materials for the work, T&P articles, finishing the exposed surface smooth as per specification & direction of the E-I-C providing grooves & all beads where necessary etc., complete in all respect.
8.14
52420
6439.9
... More
Plain Cement Concrete (1:2.5:5) using 40mm and down graded stone aggregate in levelling course below in foundation as per drawings & Technical Specification Clause 802,803, 1109, 1202, 1203 etc. complete as per direction of the Engineer-in-Charge.In foundation
58.82
357952
6085.55
... More
In sub-structure
195
1206796
6188.7
... More
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.clause no. 1100 & 1700 etc. complete as per direction of the Engineer-in-Charge
904
11137261
12319.98
... More
Providing Steel Liner 8 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed Drawing etc. complete as per direction of the Engineer-in-Charge
526.74
5277149
10018.51
... More
Supplying, Providing & laying Reinforced cement concrete M-35 grade (cast-in-situ) in nominal mix below pile cap with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as levelling course as per drawing and technical specification section 1000, 1500 & 2100 of MORTH specification for Road & Bridge works (5th revision) as directed by Engineer in charge
347
3084156
8888.06
... More
R.C.C. of M-30 of controlled quality having minimum cube strength of 250kg./sqcm. On 150mm. Cube at 28 days with clean hard crusher broken granite chips of 12mm. Size consistent with strength & cover of concrete of approved quality from approved quarry of IRC grading using minimum quantity of cement as per clause 303.5 of IRC-21-1987 & IS-456-1987 including hoisting, lowering & laying concrete in layers to the required thickness not exceeding 15cm. in thick & compacting each layer by means of vibrator as per direction of the Eingineer-in-charge including watering & curring & steel shuttering & finishing the exposed surface smooth, providing grooves and beads where necessary with working of pumps & other T&P machinaries as may be required for the work including cost,conveyance, royalty,taxes etc., of all materials required for the work complete in all respect including cost of all labour excluding cost conveyance of MS/TS rods labour for straightening, cutting, bending, binding & tying the grills and placing in proper position as per specification & approved drawing.
-
-
-
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M30 Grade For Abutment & Pier Shaft
88.62
799556
9022.3
... More
M30 Grade Abutment, Pier cap & Conical Portion
30.7
275498
8973.9
... More
M30 Grade Dirt Wall
2.61
28977
11102.3
... More
Deck Slab
336.2
4573664
13604
... More
M-30 Wearing Coat
34.52
497050
14398.91
... More
M30 Grade Return Wall
4.59
41190
8973.9
... More
M30 Grade Wing Wall
5.52
60677
10992.38
... More
Approach Slab
19.34
233451
12070.9
... More
Road Kerb
16.03
124049
7738.6
... More
R.C.C. M250 using 20mm down graded chips (C.B.) including cost, conveyance, royalty,taxes etc complete, as per technical specification as directed by Engineer in charge. (Railing & posts)
12.05
94519
7843.9
... More
Providing, fitting and fixing Strip seal expansion joint board with sealing the top with sealing compounds including cost of all materials etc complete, as per technical specification as directed by Engineer in charge
50.7
623069
12289.33
... More
Providing weep wholes in abutment, wing wall and retaining structures etc complete, as per technical specification as directed by Engineer in charge
213
22993
107.95
... More
Providing and laying filter media with stone crushed aggregates of 45mm size as per MORTH specifications etc complete, as per technical specification as directed by Engineer in charge
30.62
106672
3483.75
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and (Sand) (Gravel Backing) etc complete, as per technical specification as directed by Engineer in charge
20.44
72587
3551.24
... More
Painting two course with approve weather coat etc complete, as per technical specification as directed by Engineer in charge
207.4
14497
69.9
... More
Painting two course with approve synthetic enemel paint etc complete, as per technical specification as directed by Engineer in charge
74.33
5229
70.35
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Providing , laying, straighetning, cutting, bending, binding TMT bar or tor steel,and tying the grills and placing in position including cost and carriage of TMT bar steel and binding wire etc complete, as per technical specification as directed by Engineer in charge
2363.2
21718044
9190.1
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Rough stone dry packing in approns and revtments with hard granite stone ( 30cm&above) including cost of all materials etc complete, as per technical specification as directed by Engineer in charge.
90
232258
2580.65
... More
Providing passage (G.I Pipe) for Utility service etc complete, as per technical specification as directed by Engineer in charge.
109
274353
2517
... More
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and 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 be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing .
2
22943
11471.62
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC 67-2012 made of class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting,2.00 mm thick as per Clause 6.5.2 of IRC 67-2012 or A.C.P used for sign board with a thermoplastic core of low density polythene (LDPE between thick sheets of aluminum with over all thickness of 4 mm and aluminium thickness of 0.5 mm on both sides supported on mild steel angle post 75 mm x 75 mm x 8 mm ,2 nos and 3 nos horizontal and 1 no vertical extra supporting member of M.S. angle of size 50 mm x 50mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade cement concrete 45 cm x 45 cm x 75cm ,60 cm below ground level as per approved drawing including cost ,conveyance, royality , taxes of all materials labours, T&P , excavation,curing etc. complete , under super vision of Engineer-in-charge (800 mmx1200 mm Rectangle)
2
27102
13551.23
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Clearing and grubbing road land including rank vegitation, grass, bushes, shrubs, sapplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness etc. all complete as per direction of the Engineer-in-charge.
750
4725
6.3
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5 KMs spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoRT&H Specifications for Road & Bridge works (4th Revision) etc. all complete as per direction of the Engineer-in-charge.
5167.92
929192
179.8
... More
Construction of granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with ibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H specifications for Road & Bridge works etc. all complete as per direction of the Engineer-in-charge.
126
390621
3100.17
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD & as per direction of Engineer-in-Charge.
-
-
-
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WBM Grade -II
50.63
206858
4085.69
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WBM Grade -III
50.63
210630
4160.2
... More
Providing and applying Primer Coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 for low porosity surface and as per direction of Engineer-in-Charge.
675
24772
36.7
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Providing and applying Tack Coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD & as per direction of Engineer-in-Charge.
675
8977
13.3
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 penetration grade bitumen @ 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type B as per Technical Specification Clause 508 of MoRD and as per direction of Engineer-in-Charge
675
141473
209.59
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Providing &laying 6mm thick precoated seal coat Type-B using 0.06 cum of 6.7 mm size chips & 6.8 Kg of 60/70 penetration grade of bitumen for 10 sqm including hire & running charges of PRR ,Hot mix plant ,tar boiler & all other materials etc. complete per Technical Specification & as per direction of Engineer-in-Charge
675
67716
100.32
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Providing and laying sub-base (With Moorum) in shoulders in layers not exceeding 100mm watering and compaction to the required density in O.M.C. with PRR including cost and conveyance, royality and taxes of sub-base materials etc. complete as per direction of the Engineer-in-charge.
26.25
43151
1643.86
... More
Providing& fixing 15 cm dia. & 1.00m long R.C.C. guard posts including all costs & conveyance etc complete, as per technical specification as directed by Engineer in charge.
60
44346
739.1
... More
Routine Maintenance(Including all taxes and duties)
-
-
-
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Routine Maintenance after completion of construction works for 1 st year
1
169302
169302
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Routine Maintenance after completion of construction works for 2 nd year
1
203162
203162
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Routine Maintenance after completion of construction works for 3 rd year
1
237023
237023
... More
Routine Maintenance after completion of construction works for 4 th year
1
270883
270883
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Routine Maintenance after completion of construction works for 5 th year
1
304743
304743
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