Rural Development Department Tender
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Costs
EMD
₹ 3,59,873Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Bridge Over Local Nallah At Kusumajhari To Gandasahi In Salijanga G.p Road Under Bsy In The District Of Jajpur For The Year 2023-24.
Description
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Contact
Tender Id
2024_CERWI_101718_1Bid Award Id
ViewTender No
Tender Online RCK-07/24Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
... 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.
148.98
879995
5906.8
... More
Plain cement concrete M-15 grade in Foundation & Plinth with 12mm size crusher broken hard granite broken 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.
51.66
301977
5845.48
... More
Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical specification etc. complete as per direction of Engineer-in-charge.
897
5301485
5910.24
... More
Reinforced Cement Concrete M 30 Grade using 20mm down graded chips of approved quality from approved quarry including hoisting lowering & laying in layers 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.
-
-
-
... More
Foundation / Raft
319.87
2271636
7101.75
... More
Abutment & Pier Shaft
216.15
1954190
9040.9
... More
Column, Retaining Wall / Wing Wall
72.55
655917
9040.9
... More
Abutment & Pier Cap
8.21
74225
9040.9
... More
DIRT Wall
4.21
48673
11561.4
... More
Approach Slab
15.65
117822
7528.6
... More
Reinforced Cement Concrete M 25 Grade using 20mm down graded chips of approved quality from approved quarry including hoisting lowering & laying in layers 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.
-
-
-
... More
Deck slab
202.99
2173515
10707.5
... More
Road Kerb
8.2
69814
8513.95
... More
Railing & Post
80
189544
2369.31
... 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 royalities 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 direction of Engineer-in-Charge.
1069.94
9525397
8902.74
... More
Providing & laying of wearing course of 56mm thick consisting of 6 mm thick mastic asphalt and 50 mm thick asphaltic concrete on top of the Deck slab. The mastic asphalt shall be of paving grade bitumen meeting the requirement given in the table 500-39, prepared by using mastic cooker and laid to required level & slope after cleaning the surface, applying prime coat including providing antiskid surface with bitumen precoated fine grained hard stone chipping all complete as per clause 501, 502, 503 & 516 of MoRT&H Specification for road & bridge works (5th revision), followed by asphaltic concrete to be laid in two layers of 25mm thick each over tack coat etc complete as per approved drawing & technical specification Clause No 503 & 507 of MoRT&H specifications for road & Bridge work (5th revision) and as per direction of the Engineer-in-charge.
293.8
239314
814.55
... 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.
120.02
324402
2702.9
... More
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 and Technical Specifications.
320
45177
141.18
... More
Rough stone dry packing in approns and revetments with hard granite stone (30 cm & above) including cost of all materials etc complete.
554.25
1296800
2339.74
... More
Grouting approns & revertments 2.3 cm deep with (1:3:6) cement concrete motar with 40 mm down graded size H.G.metal etc. complete as per direction of Engineer - in - charge
1109.35
417028
375.92
... More
Providing and laying Gravel backing to revetments including cost of all materials, labours, machinaries, tools & plants etc complete as per drawing and technical specifications and as per the instruction of the Engineer in Charge.
118.95
277727
2334.83
... More
Back filling behind abutment, wing wall & return wall in boulder grouted with sand including all cost, carriage, royality & labour as per specification & direction of the Engineer-in-Charge.
-
-
-
... More
SANDY MATERIAL
529.34
800047
1511.4
... More
Supplying, Transporting and fixing Reinforced cement concrete (1:2:4) Circular Guard Posts (Size 0.15m dia at bottom & 0.10 M dia at Top of 1.20 m long) of standard design fixed in position including finishing and painting etc all complete as per direction of the Engineer-in-charge.
200
181432
907.16
... More
Providing and laying of compression strip seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm.
33.8
415379
12289.33
... More
Providing and laying Tar paper bearing etc all complete as per direction of the Engineer-in-charge.
36.33
899
24.76
... More
Providing ,fitting, fixing C.I. grating to holes in deck slab including cost & taxes etc.
36
2167
60.21
... More
Providing and applying two coats of Enamel paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm
90.95
16911
185.93
... More
Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm etc all complete as per direction of the Engineer-in-charge.
578.51
85619
148
... More
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.
2400
15464
6.44
... More
Construction of embankment with approved material obtained from borrow pits with 5 extra lead lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision)and as per the direction of engineer in charge.
7576.28
1903923
251.3
... More
Loosening of the ground up to a level of 500mm below the sub-grade level , watered , graded & compacted in layers to meet requirement of table 300-2 for sub-grade construction & clause 305 of MORTH specification of Road & Bridge works ( 4th Revision )
180
9347
51.93
... More
Providing and laying 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 vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
501
1213451
2422.06
... More
Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
523.13
1603983
3066.16
... 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.
2325
81369
35
... More
Providing and applying tack coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.30 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 for low porosity surface and as per direction of Engineer-in-Charge.
2325
43179
18.57
... More
Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&H Specifications for road and bridge works (4th Revision).
116.25
902490
7763.36
... More
Providing & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision)
58.13
553251
9518.31
... More
Providing and laying sub-base (With Sand-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.
210
535563
2550.3
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