Rural Development 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
Refer DocumentsDocument 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
2021_CERWI_68168_2Bid Award Id
ViewTender No
SE-BLS-NCB-289Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.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
... More
Up to 10m Depth
-
-
-
... More
Abutment Wells (7.50 m)
20
-
22122.45
... More
Piers 6.50 dia Wells
20
-
18080.88
... More
11th Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
22398.75
... More
Piers (6.65m)
2
-
18305.22
... More
12th Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
22675.05
... More
Piers (6.65m)
2
-
18529.56
... More
13th Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
22951.34
... More
Piers (6.65m)
2
-
18753.9
... More
14th Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
23227.64
... More
Piers (6.65m)
2
-
18978.24
... More
15th Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
23503.93
... More
Piers (6.65m)
2
-
19202.58
... More
16th Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
23780.23
... More
Piers (6.65m)
2
-
19426.93
... More
17th Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
24056.52
... More
Piers (6.65m)
2
-
19651.27
... More
18th Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
24332.82
... More
Piers (6.65m)
2
-
19875.61
... More
19th Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
24609.11
... More
Piers (6.65m)
2
-
20099.95
... More
20th Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
24885.41
... More
Piers (6.65m)
2
-
20324.29
... More
21th Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
25161.71
... More
Piers (6.65m)
2
-
20548.63
... More
22th Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
25438
... More
Piers (6.65m)
2
-
20772.97
... More
23th Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
25714.3
... More
Piers (6.65m)
2
-
20997.31
... More
24th Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
25990.55
... More
Piers (6.65m)
2
-
21221.66
... More
25th Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
26266.86
... More
Piers (6.65m)
2
-
21446
... More
26th Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
26543.15
... More
Piers (6.65m)
2
-
21670.34
... More
27th Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
26819.45
... More
Piers (6.65m)
2
-
21894.68
... More
28th Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
27095.74
... More
Piers (6.65m)
2
-
22119.02
... More
29th Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
27372.04
... More
Piers (6.65m)
2
-
22343.36
... More
30th Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
27648.34
... More
Piers (6.65m)
2
-
22567.7
... More
31st Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
27924.63
... More
Piers (6.65m)
2
-
22792.04
... More
32nd Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
28200.93
... More
Piers (6.65m)
2
-
23016.39
... More
33rd Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
28477.22
... More
Piers (6.65m)
2
-
23240.73
... More
34th Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
2
-
28753.52
... More
Piers (6.65m)
2
-
23465.07
... More
35th Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
1.27
-
29029.81
... More
Piers (6.65m)
2
-
23689.41
... More
36th Successive Metre Depth
-
-
-
... More
Abutment (7.65 m)
0.63
-
29306.11
... More
Piers (6.65m)
0.6
-
23913.75
... More
RCC of design mix of M-250 grade having specified characteristics compressive stength /target mean strength of 250kg/cm2 in design mix with minimum quantity of cement as specified in IRC code of 150mm cubes at 28 days curing after mixing and tests conducted in accordance with relevant clauses of IS 456/IS, 516/IRC, 216/1987/IRC-78-1983 using crusher broken hard granite course aggregate of 12mm to 20mm sizes and proportion as specified in cluase 302.6.2 of IRC 21/1987 and IS 10262 and subject to mix design. whatever necessary including cost, conveyance royalities and all other taxes of all materials with all leads and lifts, cost of labour and T&P and machinaries etc. complete.
-
-
-
... More
Well Curb
123.8
-
9395.3
... More
Well Caps
221.7
-
8193.9
... More
Abutments & Piers Shafts
70.59
-
7100.87
... More
R.C.C. Railing
167.32
-
1992.5
... More
Wing Wall,Tie Beam & Columns
10.2
-
12565.92
... More
Well Steining
2861
-
8346
... More
RCC of design mix of M-300 grade having specified characteristices compressive strength/target mean strength of 300kg/cm2 in design mix with minimum quantity of cement as specified in IRC code of 150mm cubes at 28days curing after mixing and tests conducted in accordance with relevant clauses of IS 456/IS, 516/IRC, 216/1987/IRC-78-1983 using crusher broken hard granite course aggregate of 12mm to 20mm sizes and proportion as specified in cluase 302.6.2 of IRC 21/1987 and IS 10262 and subject to mix design. whatever necessary including cost, conveyance royalities and all other taxes of all materials with all leads and lifts, cost of labour and T&P and machinaries etc. complete.
-
-
-
... More
Road Kerb
23.01
-
9965.1
... More
Abutment & Pier Caps
14.93
-
8216.3
... More
Dirt Wall
13.59
-
9265.6
... More
SUPER STRUCTURE
-
-
-
... More
Stems,Girder,Huanch,Deck Slabs,Cantilevers
283.58
-
15252.55
... More
Wearing Coat
47.06
-
6467.5
... More
Approach Slab
18.17
-
6467.48
... More
Cement concrete (1:2:4) using 10% extra cement on nominal mix to be used for bottom plugging having maximum compressive strength of 150kg/cm2 with mimum quantityof cement as specified in IRC code in work tests on 150mm cubes at 28days curing after mixing and tests conducted in accordance with relevant clauses of IS 456/IS, 516/IRC, 216/1987/IRC-78-1983 using crusher broken hard granite course aggregate of 12mm to 20mm sizes and proportion as specified in cluase 302.6.2 of IRC 21/1987 and IS 10262 and subject to mix design. whatever necessary including cost, conveyance royalities and all other taxes of all materials with all leads and lifts, cost of labour and T&P and machinaries etc. complete. Bottom Plugging.
347.1
-
4908.2
... More
Cement concrete (1:2:4) using 10% extra cement on nominal mix to be used for Top plugging having maximum compressive strength of 150kg/cm2 with mimum quantityof cement as specified in IRC code in work tests on 150mm cubes at 28days curing after mixing and tests conducted in accordance with relevant clauses of IS 456/IS, 516/IRC, 216/1987/IRC-78-1983 using crusher broken hard granite course aggregate of 12mm to 20mm sizes and proportion as specified in cluase 302.6.2 of IRC 21/1987 and IS 10262 and subject to mix design. whatever necessary including cost, conveyance royalities and all other taxes of all materials with all leads and lifts, cost of labour and T&P and machinaries etc. complete. Bottom Plugging.
68.3
-
4511.44
... More
Supply of HYSD bars confirming to grade S-415 cutting bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987)
2590
-
8141.22
... More
Supplying, fitting, fixing in position Neoprene bearing of approved design & specification at the designed level including fixing with resin of required grade & strength/ holding down bolts of standard specification including cost conveyance taxes of all materials with cost of all labour T&P & other machineries required for the work complete in respects as per direction of the Engineer-in-Charge. The bearing should confirm to the latest MOST specification & IRC codes & should be tested before use( test certificate to be furnished)
320760
-
1.01
... More
Providing fitting & fixing expansion joints with M.S. Angles 75mm. X 75 mm. X 6 mm. at the edges of the slab with suitable anchoring arrangements by 12mm. M.S. Bars as per MOST design & drawing including fitting, fixing & welding with 6 mm. plates & filling joints of wearing coat with bitumen joint filler 12 mm. thick & joint sealing compound at top including painting of exposed surface of M.S. covered plates with anticorrosive bitumanstic paint etc. with cost, conveyance taxes of all materials labour & T&P etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
30
-
10609.85
... More
Providing C.I. grating to holes in deck slabs size upto 15 cm dia for drainage of water including cost of materials & T&P required for the work as directed by the Engineer-in-Charge.
42
-
43.89
... More
Supplying & filling good clean river sand inside the well/approach road including watering to complete saturation & ramming complete with all leads & lifts including cost. Conveyance royality & taxes of all materials & cost of all labour & T&P required for the work complete ( measurement will be taken for compacted section as per direction of Engineer-in-Charge.)
3492.55
-
929.59
... More
Supplying and fixing of RCC Guard post of 150 mm dia and IM long in RCC (1:2:4) using 20mm down graded size h.g chips including all labours, materials ,carriage ,royality & taxes of etc. complete.
24
-
792.23
... More
Rough stone dry packing in aprons and revetments of desgned thickness on slope using 30cm and above size hard broken granite stones of approved quality free from weathering skin and from approved quarry including filling the interestices with small stones spalls etc. with cost, conveyance and royalty and with all leads and lifts and taxes of all materials and labour T&P etc. complete in all respects (the weight of each stone shall not be less than 50kg to 70kg) as per specification and direction of Engineer-in-charge.
452.44
-
1692.55
... More
Cement washing two coat with cement to new work including cost of all materials and labours etc complete as per derection of Engineer-in-charge.
431.88
-
23.6
... More
Painting two coats by with enamel paint to wall surface after cleaning the surface of dirt, dust,oil, grease, efforescence including cost of all labour, all T&P required for the work as per drawing and technical specification under section 1700 of MORD.
208.7
-
33.3
... More
Cement concrete (1:3:6) in foundation & plinth with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator ,providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge
222.28
-
4803.8
... More
Providing cement concrete (1:2.5:5) in foundation & Plinth with12mm size crusher broken hard granite metal of approved quality from approved quarry including hoisting lowering & laying in layer not exceediong 150mm thick with proper packing & ramming each layer including cost and conveyance of all materials to site and all labour charges complete.
129.23
-
4811.6
... More
Providing weep holes in the abutment & wing walls with 100mm dia AC Pipe extending through the full width of the structures with slopes of 1(V):20(H) towards drawing as per the approved design & drawing including cost, conveyance, royality & taxes of all materials T&P articles etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
241.6
-
107.62
... More
Providing & laying of fiter media with stone crushed aggregates of 45mm size satisfying the requirement s laid down in clause 2504.2.2 of MORTH specification to a thickness of not less than 600mm withg smaller size towards the soil & bigger size towards as per direction of the Engineer in charge.
32.27
-
1894.49
... More
Back filling behind abutment, wing wall & return wall with hg boulders grouted with sand etc. complete as per drawing and technical specification.
323.93
-
2686.55
... More
Clearing and Grubbing road land including up rooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of servicable materials to be used or auctioned up to a lead of 1000 metres including exceeding 150mm in thickness.
5000
-
1.87
... More
Earth work for road embankment in all kinds of good soil with 5 extra lead and initial lift including compacting and watering upto OMC rolling, earthwork with PEE in layers,complete in all respects as per specification & direction of the Engineer in charge.
8612.1
-
255.53
... More
Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5 m transporting to site spreading grading, to required slope and compacted to meet the requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per the specification & direction of the Engineer in charge.
956.9
-
127.91
... More
Providing and laying good quality of crusher dust in sub base in layer not exceeding 22.5cm watering and compaction including hire and running charges of PRR etc. complete.
1000.5
-
1221.7
... More
Providing laying spreading and compacting stone agregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness hand packing, rolling with 80-100KN roller in stages to proper grade & camber, etc. Complete as per the specification & direction of the Engineer in charge.
-
-
-
... More
WBM Grade-II
294.75
-
2372.2
... More
WBM Grade-III
294.75
-
2440.47
... More
Providing applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.70-1.00kg/sqm using mechanical means as per technical specification clause 502
3930
-
19.14
... More
Providing applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 0.25-0.30kg/sqm on prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503
3930
-
10.17
... More
20mm thick Open graded Pre-mix carpet using bitumenous [Penetration grade/modified bitumen] binder
-
-
-
... More
Providing laying and rolling of open graded premix carpet of 20mm thick composed of 13.2mm-5.6mm agregate either using penitration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base includiing cost,taxes,conveyance etc complete.
3930
-
151.82
... More
Providing and laying seal coat sealing the voids in a bitumenous surface laid to the specified levels, grade and cross fall as per technical specification clause 510
3930
-
61.7
... More
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering as per technical specification.
2000
-
18.52
... More
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and including all cost etc complete.
353.15
-
203.28
... More
Cement concrete (1:3:6) in In Sub Structure with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator ,providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge
332.88
-
4906.9
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concreting including all cost,taxes,conveyance etc complete.
15
-
5085.38
... More
Providing cement concrete (1:2.5:5) in Sub Structure with12mm size crusher broken hard granite metal of approved quality from approved quarry including hoisting lowering & laying in layer not exceediong 150mm thick with proper packing & ramming each layer including cost and conveyance of all materials to site and all labour charges complete.
50.96
-
4914.74
... More
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
248.65
-
1692.55
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements