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.
Rural Development Department - RDD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date23 Jan 2023
Closing Date6 Feb 2023
Tender Amount₹ 3,62,75,449
Costs
EMD
₹ 3,62,754Document 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
2023_CERWI_85490_1Bid Award Id
ViewTender No
RWCCESNG-26 Of 2022-23Tender 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
BOQ Items
742.5
98455
132.6
... More
Construction of Sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading , grading to required slope and compacted to meet requirements of table No 300 - 2 and as per the direction of the Engineer-in-charge.
-
-
-
62.5
10037
160.6
... More
Construction of Granular sub-base by providing well graded material, spreading in uniform layers with grader on prepared surface, mixing by mix in place method if required with rotavator, to achieve PI value less than 6 and compacting at OMC with smooth wheel roller to achieve the desired density complete as per Technical Specification and as per clause 401 of MoRD specification of Rural Roads (1st Revision ).
-
-
-
305
268903
881.65
... More
Providing and laying , spreading and compacting stone aggregates of specific size for Water Bound Macadam as per specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to propper grade and camber, applying and brooming, crushable screening / stone screening , binding materials to fill-up the interstices of course aggregate, watering and compacting to the required density as per per direction of Engineer-in-charge & as per clause 405 of MoRD specification of Rural Roads (1st Revision ).
-
-
-
... More
Grading No.-II
131.25
322980
2460.8
... More
Grading No.-III
131.25
330886
2521.04
... 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 the direction of the Engineer-in-charge & as per clause 502 of MoRD specification of Rural Roads (1st Revision )
-
-
-
1750
65415
37.38
... More
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 the direction of the Engineer-in-charge & as per clause 503 of MoRD specification of Rural Roads (1st Revision )
-
-
-
1750
34142
19.51
... More
Fine dressing & turfing including transportation of turfs by mechanical means with all leads & lifts & placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of the Engineer-in-charge.
-
-
-
1075
31970
29.74
... More
Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 and as per the direction of the Engineer-in-charge.
-
-
-
87.5
582218
6653.93
... More
Providing and laying Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled,vibratory roller and tandem rollers to achieve the desired compaction as per Clause-508 of MoSRT&H Specification for Road & Bridge works(4th Revision) as per specification and direction of Engineer -in –charge.
-
-
-
43.75
384666
8792.37
... More
Earthwork in Hard soil within 50m, initial lead , 1.50m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer in charge.
-
-
-
495
134214
271.14
... More
Supplying and filling foundation & plinth with good clean river sand 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.
-
-
-
175
90746
518.55
... More
Providing and constructing one span service road to reach island location from one pier location to another pier location including all labours, materials & T & P etc complete as per direction of the Engineer.
-
-
-
68.08
132600
1947.71
... More
Earthwork in excavation in cutting in hard soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm andlaying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Engineer in Charge.
-
-
-
... More
Without Dewatering
3605.31
599563
166.3
... More
With Dewatering & With Shuttering
1900.26
489790
257.75
... More
Earthwork in excavation in foundation in hard rock within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm andlaying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge.
-
-
-
143.11
178016
1243.95
... More
Cement concrete 1:3:6 with 4cm size hand broken hard granite metal of approved quality, from approved quarry including hoisting, lowering and laying in position in layers not exceeding 15 cm thick with proper packing and ramming by means of vibrator to proper slope and level including curing, dewatering, shoring shuttering if necessary at the time of laying concrete with cost, conveyance, royalty and taxes of all materials required for the work including supplying and working of pumps and all other materials required for the work, T&P articles finishing the exposed surface smooth, providing grooves and beads where necessary etc complete in all respects as per clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge .
-
-
-
... More
In Foundation
151.86
781402
5145.68
... More
In Substructure
58.45
297344
5087.5
... More
Cement concrete of M-15 having maximum compressive strength of 150 kg./cm2 ( test to be conducted) on 150 mm. cubes tested at 28 days including curing (tests conducted in accordance with IS-456 & IS-516) & conforming to clause-302 of IRC 21/1987 using clean crusher broken hard granite coarse aggregate of 40 mm. size down grade of approved quality to be protested in the laboratory) obtained from approved quarry the proportion mix, grading conforming to relevant ISI/IRC codes including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering & curing for 28 days centering shuttering & finishing the exposed surface smooth providing grooves & beads where necessary including cost, conveyance royality & taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge .
-
-
-
806.59
3878202
4808.14
... More
RCC of design mix of M-20 grade having specified characteristics compressive strength/ target mean strength of 200kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & 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 20mm. graded sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering ,shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) as per clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge .
-
-
-
... More
Approach Slab
19.27
121423
6302.5
... More
Railing & Post
122.6
336407
2743.94
... More
RCC of design mix of M-25 grade having specified characteristics compressive strength/ target mean strength of 250kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & 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 20mm. down graded.sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) as per clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge .
-
-
-
... More
In Foundation
316.92
1879545
5930.7
... More
Above Bed level
273.94
2025633
7394.55
... More
Pier & Abutment cap
28.63
245007
8558.3
... More
Dirt wall
2.48
24033
9675.5
... More
Deck Slab
352.35
3179553
9023.8
... More
Retaining wall / Wing wall
128.31
1695371
13213.4
... More
RCC of design mix of M-30 grade having specified characteristics compressive strength/ target mean strength of 300kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & 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 20mm. down graded sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) as per clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge .
-
-
-
... More
Wearing coat
35.02
218953
6251.7
... 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) as per clause 1001 of MORD specification for Rural Roads (1st Revision) & as per direction of Engineer-in -Charge.
-
-
-
1374.89
13455763
9786.8
... More
Supplying & filling behind abutment, wing wall and return wall etc with approved quality of granular materialincluding 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
-
-
-
... More
Granular material
211.68
138765
655.55
... More
Sandy Material
1432.54
1274182
889.46
... More
Construction of RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate,true to line and grade,tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and as per the direction of the Engineer-in-charge.
-
-
-
104
91544
880.24
... More
Providing and laying of Filter media with stone crushed aggregates of 45 mm size satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wingwall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications and as per the direction of the Engineer-in-charge.
-
-
-
137.39
299555
2180.3
... More
Providing, fitting and fixing Angle iron Expansion Joint with M.S. Angles of size 75x75x6mm and 6mm thick MS plate and 12mm dia HYSD Bars etc. complete as per drawing and Technical Specifications and as per the direction of the Engineer-in-charge.
-
-
-
45
154010
3422.45
... More
Providing fitting fixing expansion joint with Saletax Board with cost conveyance as per the direction of Engineer - in charge .
-
-
-
38.63
47320
1224.94
... 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 & Clause 1300 of of MoRD Specification for Rural Roads (1st Revision).
-
-
-
1096.92
2169056
1977.41
... More
Providing weep holes in the abutment & wing walls 8.00cm. X 23.00cm. size including metal spall backing 30cm X 30cm. size in rear complete as per the approved design & drawing including providing centering & shuttering with cost, conveyance, royality & taxes of all materials T&P articles etc. complete in all respects as per specification & direction of the Engineer-in-Charge & as per clause 614 of MoRD specification for Rural Roads (1st Revision).
-
-
-
501.6
69872
139.3
... More
Providing, fitting, fixing Tar Papers including all cost, carriage, taxes etc complete as per specification & direction of Engineer-in-Charge.
-
-
-
48.35
830
17.17
... More
Painting two coats over a coat on concrete surface with waterbased cement paint to unplastered concrete surfaces etc. complete as per specification & direction of Engineer-in Charge.
-
-
-
... More
Waterbased cement paint
907.24
105575
116.37
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements