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
₹ 1,47,700Document Cost
Refer DocumentsTender 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
2018_EICCL_49808_1Bid Award Id
ViewTender No
S.E.J.C R AND B 09/2018-19Tender 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
04.Providing and applying Primer coat with bitumen emulsion (Slow setting) @ 6.0 kg of bitumen emulsion per 10 sqm.on the prepared bituminous/granular surface cleaned with mechanical broom including all Cost, Conveyance, royalties and all taxes of materials, labour, T&P and machinaries required for the work etc. complete as per direction of the Engineer-In-Charge.
2981.25
60638
20.34
05.Providing and applying Tack coat with 2.0 kg of bitumen emulsion (Rapid Setting) per 10 sqm.on the prepared bituminous/granular surface cleaned with mechanical broom including all Cost, Conveyance, royalties and taxes of all materials, labour, T&P and machinaries required for the work etc. complete as per direction of the Engineer-In-Charge.
20231.25
150925
7.46
06.Providing and laying 25 mm thick compacted Semi Dense Bituminous Concrete (Grading-II) using 60/70 penetration grade Bitumen and crusher broken hard granite aggregates of specified grading, premixed with bituminous binder @ 5 per cent of weight of mix in a Hot Mix Plant of 60-90 TPH, transporting the hot mix to work site, laying with hydrostatic sensor Paver Finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect as per Clause 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) and as per direction of the Engineer-in-charge.
527.34
3509394
6654.9
07. Construction of embankment with materials obtained from borrow pits with all lifts and leads, transporting to site by mechanical means with in a lead of 5 kms spread to required grade and camber and compacted to meet requirement of table 300-2,Clause no 305. of Specification for road & bridge work of MORT&H (5th Revision) & complete in all respect as per the direction of the Engineer-In-Charge.
4804.8
614101
127.81
08.Providing and laying gravel hard shoulder with moorum / gravel and laying in layers not exceeding 100mm thick and in proper slope and camber, watering and compacting to required density in OMC with P.R.R including hire and running charges of P.R.R and all other machinaries including cost, conveyance, royalties and all taxes of materials, labour and T&P required for the work etc. complete in all respect as per the specification and direction of the Engineer-In-Charge. (Measurement to be taken on complete finished thickness under OMC)
1470
516469
351.34
09. Providing and laying Road Marking with Hot applied Thermoplastic Compound as per Clause 803 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
1470
620104
421.84
10.Providing and fixing of RCC M-15 grade kilometer stone of standard design asper IRC:8-1980 including painting and printing etc complete in all respect and as per direction of the Engineer-in-charge.
8
11436
1429.61
11.Providing and fixing of reteo-reflectorised,cautionary,mandatory and informatory sign as per IRC-67 made of high intensity gradesheeting vide clause 801.3,fixed over aluminium sheeting,1.5mm thick supported on mild steel angle post 75mm X75mm X6 mm including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
-
-
-
a. Information signs(800x600 mm)
14
76965
5497.53
b.Direction/Place indication sign(1200x700 mm) upto 0.9 sqm.
15.12
159641
10558.33
12.Dismantling all type of structures, Masonary work and sorting the dismantled material, within a lead of 1000mtre including earthwork and including T&p, disposal of unserviceable material with all lifts and leads of 1000mtres as per specification & direction of Engineer-in-charge.
33.98
10950
322.27
13. Removing all type of Hume Pipes and Stacking within a lead of 100 metres for re use and disposal of unserviceable material M.O.R.T & H of (5th.Revision) complete in all respects as per the direction of the Engineer-in-charge.
15
2121
141.43
14.Earth work in excavation of foundation of Structures in hard soil including shoring, centring, shuttering, propping bullahs, piling and dewatering(if required) with dressing and levelling the bed and laying the excavated earth in layers not exceeding 0.3 m in depth at places away from work site and stacking of useful materials near by the work site with in intial leads and lifts including cost of all labour and T&P for the works etc. complete as directed by the Engineer-in-charge.
851.48
114464
134.43
15. 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)
246.99
98057
397.01
16. Providing P.C.C M-15 grade with 40mm and down grade black hard granite (crusherbroken) aggregate including hoisting and laying in open foundation/substructure of cutoff wall,rigid apron ,retaining wall,toe wall,drain,head wall of C.D. work or in places as shown in the drawing as per approved drawing & section 1500, 1700,2100,2200,2300 of MoSRT&H specification for Road & Bridge works (5th Revision) including cost, conveyance, taxes, cess, royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.
-
-
-
a) Foundation
155.01
545644
3520.06
b) For Sub-Structure
278.27
1310857
4710.74
17. Providing & Laying of NP4 Hume pipe of following diameters for pipe culverts as per approved drawing and technical specifications as per Section 2900 of MoSRT&H specifications for Road & Bridge works (5th Revision) including cost, conveyance, taxes, cess, royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.
-
-
-
a) 1000 mm Φ NP4
35
249312
7123.2
18. Providing Gravel backing to aprons and revetments as per approved drawing and section 2500 of MORT&H specifications for Road & Bridge Works (5th Revision) including cost, conveyance, taxes, royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.
40.52
20988
517.98
19. Rough stone dry packing in aprons and revetments (using 30cm and above size hard broken granite stone) as per approved drawing and section 2500 of MORT&H Specification for Road & Bridge Works (5th revision)including cost, conveyance, taxes, royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.
58.49
61773
1056.14
20. Providing P.C.C (1:3:6) nominal mix in foundation of structures with 40 mm size crusher broken black hard granite metal as per approved drawing and technical specifications as per Section 2100 of MoSRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, taxes,cess, royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.
154.89
568991
3673.52
21. Filling in foundation trenches and plinth with excavated earth well watered and rammed in layers not eceeding 23cm. In depth with all leads and lifts including cost, conveyance, royalties and taxes of all materials, cost of all albour, sundries, T&P requiered for the work etc. complete in all respect as direceted by the Engineer in Charge.
360.51
32308
89.62
22. Providing & Laying of NP4 Hume pipe of following diameters for pipe culverts as per approved drawing and technical specifications as per Section 2900 of MoSRT&H specifications for Road & Bridge works (5th Revision) including cost, conveyance, taxes, cess, royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.
-
-
-
a) 900 mm Φ NP4
15
84913
5660.87
23.Painting two coats with water proof cement paint over a coat of cement wash on plastered Concrete surfaces with cost, conveyance, taxes of all materials and labour with T&P required for the work etc.complete as per direction of Engineer in charge.
19.92
708
35.59
24.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 including cost, carriage of all materials required for the work etc complete as per specification & direction of Engineer-in-charge.
198.45
19874
100.15
25.Providing Plain Cement Concrete M-20 in Sub Structure having a minimum compressive strength in work test of 150kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 40mm down graded size black crusher broken hard granite stone chips of approved quality & from approved quarry including hoisting, lowering & laying concrete & compacting, watering & curing for 4 (four) weeks,shuttering the exposed surfaces & finishing the exposed surface smooth providing grooves or beads where necessary 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.
378
2033507
5379.65
26.Providing and laying Reinforced cement concrete grade M-20 using 20 mm down graded size black crusher broken hard granite stone chips of approved quality & from approved quarry including hoisting, lowering & laying concrete & compacting, watering & curing for 4 (four) weeks, centering, shuttering & finishing the exposed surface smooth providing grooves or beads where necessary 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. But excluding the cost of Reinforcement.
-
-
-
a.Foundation
99.72
423375
4245.64
b.Sub Structure
67.7
432371
6386.58
c.Drain wall
36
179425
4984.03
d. Drain Slab
18
86135
4785.31
27.Steel reinforcement works using HYSD steel confirming to IS:1786 and IS:2062 as per section 1600 of MoRT&H specifications for Road & Bridge works (5 th Revision). All reinforcement steel and structural steel shall be procured from primary producers of steel-SAIL/RINL/TATA/JINDAL/SHYAM STEEL.
191.14
1158994
6063.59
28.Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm over the entire surface behind abutment, wing wall and return wall complete as per drawing and Technical Specification including cost, conveyance, taxes, cess, royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.
65.7
110027
1674.69
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements