Rural Works Department Tender
With BidAssist, you can search for multiple business options for RWD Bihar tenders, RCD Bihar tenders, and any other e tender Bihar government is inviting bids for. Such Bihar tenders are posted on the eprocurement Bihar website, and on this page, you will get consolidated lists of Bihar tenders that can be sorted based on authority, department, city, and more.
Costs
EMD
₹ 23,03,285Document 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
2024_RWD_135822_1Bid Award Id
ViewTender No
BR38P3 FDR02Tender Authority
Rural Works Department ViewPurchaser Address
-
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet equirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5.
40.43
3050
75.44
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5
730.29
130342
178.48
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
312.98
75343
240.73
... More
Construction of subgrade 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 requirement of Table 300.2 with lead upto 1000 m & 100 m as per Technical Specification Clause 303.1. (Including Royality & Labour Cess).
7706.68
1880352
243.99
... More
Granular Sub-base with Well Graded Material (Table 400.1) :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (For Grading II Material)
67.38
139165
2065.38
... More
WMM :- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
4646.76
14038884
3021.22
... More
“Stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement providing pulverizing, spreading, milling at the appropriate rate as per job mix design in accordance with IRC-SP-72-2015, IRC-37-2012 & 2018 and IRC SP 89 (part II) 2018. Cement as per job mix design (Minimum Cement in Job Mix design cannot be less than 3 Percent) should be spread on the existing pavement using a mobile truck mounted containerized cement with microprocessor-controlled weighing and spreading system. The Cement spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self-propelled stabilizer / reclaimer of working width (Rotor width 2.0 meter (Minimum Engine Power 305 KW) to 2.4 meter (Minimum Engine Power 440 KW) with a variable working depth up to 40 to 50 cm. The resultant stabilized mix then will be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using minimum 15 to 20T Ton pad foot roller in combination with Single Drum Soil Compactor (10 to 13 T)–Motor Grader of Blade width 3.35/3.7/4.3 meter (160 HP to180 HP), Vibratory Tandem Roller (10 to 13 T)–Pneumatic Tyre Roller (8T to 12 T and Ballast weight up to 18 T) to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labor and machinery etc. The entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement/soil/aggregates /soil-aggregate mixture to the desired depth and with simultaneous addition of cement and water with machine integrated spray barsfited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UCS) of stabilized subbase/ base should be 4.5 to 7 MPa after 7 / 28 days of curing as per IRC-SP-72-2015 , IRC-37-2012 & 2018 . Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipments to be used are binder spreader- water Tanker- Additive Truck Recycler- Padfoot Roller (20 Tonne) +Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20Tonne)”.
11501.88
18412899
1600.86
... More
Prime Coat (Low Porosity) :- 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 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502
46007.5
2295774
49.9
... More
Tack Coat:- Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
46007.5
789488
17.16
... More
Bituminous Macadam :- Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over apreviously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.
2300.38
22547381
9801.59
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.
46007.5
668028
14.52
... More
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable 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 either Type A or Type B or Type C as per Technical Specification Clause 508.
46007.5
9169754
199.31
... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B, as per Technical Specification Clause 510
46007.5
3109646
67.59
... More
Construction OF Dry Lean Concrete Sub Base Over a prepared sub grade with coarse and fine aggregate conforming to IS 383 , the size of Coarse Agg. Not exceeding 25mm , agg. Cememt ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1 , cement content not to be less than 150kg/cm, opc to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant , trasported to site, laid with a paver with electronic sensor , compacting with 8-10 tonnes vibrartory roller, finishing and curing.
423.5
1479742
3494.08
... More
Panel Concrete Pavement-Construction of Panel concrete ,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Caluse 1501.2.2 M 30(Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capasity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion ,construction joints, applying debonding strips ,primer ,sealant ,dowel bars, near approaches to bridge/ culvert and construction joints, admixture as approved ,curing of concrete slabs for 14 days. Curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCC Grade M-30 EachPanel (0.50X0.50) thickness 100 mm
264.69
1879568
7101.02
... More
Kilometre Stone
-
-
-
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
-
-
-
... More
5th Kilometre Stone (precast)
2
8236
4118.44
... More
Ordinary Kilometer Stone (Precast)
8
19349
2418.67
... More
200 m stone (precast)
36
25169
699.15
... More
(I)Providing and Fixing 'Logo' of PMGSY Project :-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 Clause 1701 and Annexure 1700.1
6
59075
9845.91
... More
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701
264
190
0.72
... More
Traffic Signs :- Providing and fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2.
-
-
-
... More
600 mm equilateral & triangle
30
109252
3641.76
... More
600 mm circular
12
59490
4957.53
... More
600 mm x 450 mm rectangular
16
77165
4822.85
... More
900 mm x 300 mm,Hazard Marker
12
57874
4822.85
... More
900 mm side octagon, OR
6
53926
8987.74
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface :- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
1673
1341160
801.65
... More
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
77
69002
896.14
... More
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
274
716507
2614.99
... More
Supplying and installation of delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC- 79 and the drawings.
1750
1305762
746.15
... More
Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year
836
1017604
1217.23
... More
Irrigation Pipe (300MM Dia)
-
-
-
... More
Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe
subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.
45
42105
935.68
... More
Disment
-
-
-
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
-
-
-
... More
Cement Concrete
686.8
448528
653.07
... More
Reinforced Cement Concrete
81.04
123373
1522.38
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
-
-
-
... More
Cement mortar
30.44
9186
301.8
... More
Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
-
-
-
... More
Above 1000 mm dia Hume pipe
7.5
4334
577.91
... More
Hume Pipe Culverts
-
-
-
... More
Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
99.27
38181
384.62
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade
11.41
61836
5419.49
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M15 (PCC 1:2.5:5)
53.02
310377
5853.97
... More
Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106 - 1000 mm Dia Pipe
20
134987
6749.38
... More
Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
41.28
5270
127.67
... More
Parapet Repair
-
-
-
... More
Parapet Construction Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M25 )
1.44
10540
7319.53
... More
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
10.56
1348
127.67
... More
RCC Slab Culvert-1 x 2.0 m Span
-
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
90.25
34711
384.62
... More
Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
1.39
743
536.59
... More
Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
13.55
73434
5419.49
... More
Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
57.73
312867
5419.49
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. ( M15 (PCC 1:2.5:5)
28.17
164906
5853.97
... More
Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
5.26
33050
6283.39
... More
RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
5.1
37329
7319.53
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.68
45773
67313.33
... More
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
16.6
871
52.48
... More
Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , 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
30
3938
131.27
... More
Drainage spouts complete as per drawing and technical specifications Clause 1209.
2
1309
654.59
... More
RCC Slab Culvert 1 x 3.0 m Span
-
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
97.52
37508
384.62
... More
Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
2.24
1199
536.59
... More
Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
15.47
83839
5419.49
... More
Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
63.15
342240
5419.49
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. ( M15 (PCC 1:2.5:5)
42.27
247447
5853.97
... More
Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
6.67
41910
6283.39
... More
RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
8.86
64851
7319.53
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.01
67986
67313.33
... More
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
16.6
871
52.48
... More
Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , 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
40
5250
131.27
... More
Drainage spouts complete as per drawing and technical specifications Clause 1209.
2
1309
654.59
... More
RCC Slab Culvert 1 x 5.0 m Span
-
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
204.74
78747
384.62
... More
Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
4.49
2409
536.59
... More
Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
34.37
186267
5419.49
... More
Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
115.71
627089
5419.49
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. ( M15 (PCC 1:2.5:5)
91.11
533355
5853.97
... More
Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
9.8
61577
6283.39
... More
RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
20.81
152319
7319.53
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.98
133280
67313.33
... More
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
16.8
881
52.48
... More
Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , 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
48
6300
131.27
... More
Drainage spouts complete as per drawing and technical specifications Clause 1209.
4
2618
654.59
... More
Box Culvert 2 x 4.0 m Span
-
-
-
... More
Foundation
-
-
-
... More
Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
122.79
47227
384.62
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade
19.52
105788
5419.49
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade
49.5
297388
6007.85
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
0.59
38729
65643.88
... More
Sub Structure
-
-
-
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M-20 Grade
34.99
219855
6283.39
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
88
11551
131.27
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC M-25 Grade
60.78
417824
6874.37
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
7.96
524127
65845.21
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (With Sandy Materials )
85.56
76367
892.56
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
53.62
165292
3082.66
... More
Superstructure
-
-
-
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade
32.15
250733
7798.88
... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
3.86
259829
67313.33
... More
Parapet Construction Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 ( M25 )
4.49
32864
7319.53
... More
Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
30.88
3942
127.67
... More
Drainage spouts complete as per drawing and technical specifications Clause 1209
8
5236
654.59
... More
Approch slab : Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
15.75
168291
10685.2
... More
PCC (M15) (Below Approach Slab) : P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
7.88
42245
5364.46
... More
Protection work
-
-
-
... More
Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
91.24
35092
384.62
... 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
22.44
286720
12777.19
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade Curtain wall
4.55
24658
5419.49
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade
27.74
166657
6007.85
... More
GST @ 18%
1
16092781
16092781.13
... More
Labour Cess @ 1 %
1
894043
894043.4
... More
Seniorage Fee
1
492634
492634.19
... More
1st Year Maintenance cost
1
597265
597265
... More
2nd Year Maintenance cost
1
713669
713669
... More
3rd Year Maintenance cost
1
2501194
2501194
... More
4th Year Maintenance cost
1
1385407
1385407
... More
5th Year Maintenance cost
1
1611352
1611352
... More
GST @ 18%
1
1225599
1225599.66
... More
Labour Cess @ 1 %
1
68088
68088.87
... More
Seniorage Fee
1
178162
178162.05
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements