Rural Works Department Tender
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Technical
Technical
Financial
Additional Eligibility
Bid Capacity
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Assessed Available Bid capacity = (A*N*M – B)
Technical Capacity
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The required prior work experience for the bidder includes experience in civil engineering construction work, specifically having executed and received payments for such work in the last five years preceding the year in which bids are invited. For specific roles, the required experience is as follows:
- Road Manager: Graduate in Civil Engineering with experience in Road/Bridge works
- Bridge Engineer: Graduate in Civil Engineering (if the length of the bridge is more than 15m)
- Maintenance Engineer: Diploma in Civil Engineering with 3 years of experience in Road/Bridge works
- Works Supervisor: Matric or equivalent with 3 years of experience in Road/Bridge works The bidder should have a minimum annual financial turnover of 50% of the amount put to bid in any one year within the last five years, with at least 50% of this turnover from civil engineering construction works. The bidder is also required to have completed similar works, but specific values and percentages of similar works completed are not mentioned. However, the bidder should provide information on the works performed, including project name, description of work, value of contract, contract number, and dates of issue and completion of work orders. The bidder should undertake to invest a minimum of 25% of the bid value from their own resources during the implementation of the project.
Costs
EMD
₹ 6,38,700Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RWD_141048_1Tender No
MMGSY(AWSESH-SC)-BHAGALPUR-78Tender Authority
Rural Works Department ViewPurchaser Address
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GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I
1.14
75360
-
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Removal of telephone/electric poles with wires including excavation and dismantling of foundation concrete and lines under the
supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and
unserviceable material separately as per Technical Specification Clause 202.
40
248
-
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Construction of embankment with material obtained from borrow pits with a lifts upto 1.5 m , transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5. (Including Royality & Labour Cess).
4022.8
239
-
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Soil Stablaization :- (With Fine Sand) Construction of subgrade with Local Sand 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 3000 m.For 3000 m lead
598.5
535
-
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Construction of Subgrade and Earthen Shoulders 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.
3322.5
243
-
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Earth shoulder
1463
243
-
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Granular Sub-base with Well Graded Material (Table 400.1)For Grading II Material :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader 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. (a) For Flexible Portion
450.74
1871
-
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WBM Grading 2 ( By Mechanical Means) :- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
239.2
4528
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Wet Mix Macadam:- 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.
239.2
2759
-
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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- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
3189.38
53
-
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Tack Coat :- 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.
3189.98
18
-
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Mix seal surface With Waste Plastic :- Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509.
3189.38
210
-
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Granular Sub-base with Well Graded Material (Table 400.1)For Grading II Material :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader 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.
459
1871
-
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WATER MIX MACCADAM (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) carraige 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 maintainance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
344.25
2759
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Cement Concrete Pavement (PQC):-Construction of un-reinforced, plain cement concrete pavement (M35 Grade) over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing
450
6205
-
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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.
252
397
-
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
Sand Filling
63
948
-
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Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications
Clause 1302 (WIRE CARATED)
1008
3304
-
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause
1302
157.5
2891
-
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. ii)ordinary km Stone
3
2524
-
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iii) 200 m Stone
8
725
-
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Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
88
734
-
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Traffic Signs :- Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 i) 600 mm equletral & triangle
16
3336
-
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600 mm circular
6
4761
-
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600 mm x 450 mm rectangular
4
4615
-
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900 mm side octagon, OR
4
9128
-
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900 mm x 300 mm Hazard Marker
12
4615
-
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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.(i) at Both Edge
140
778
-
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on concrete 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.(i) at Both Edge
240
907
-
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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
35
1247
-
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Providing and fixing Logo of project :- Providing and fixing of typical MMGSY 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 (i) Logo indentification sign board (ii) Citizan Information Board (iii) Maintenance Board
4
10738
-
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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
-
-
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Proiding and fixing MS Iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 nos. (25 x 6 x mm) and 8 nos. (25 x 3 mm) vertical MS riveted to 3 nos. (25 x 6 mm) iron ring in two halvs bolted together with 8mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of primimg, complete in all respect.
35
2480
-
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
2677.5
15
-
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Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.
66.94
11060
-
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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. (i) At both Edge
140
778
-
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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. (i) At both Edge
240
907
-
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Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
89.4
397
-
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Sand Filling in Foundation Trenches as per drawing and technical
specification Clause 1108.
8.12
547
-
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Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- 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
13.8
5555
-
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202
ans 1204 ( M20 )
101.22
6379
-
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Providing and laying RCC pipe NP-4 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
22.5
9870
-
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Painting Two Coats on New Concrete Surfaces:-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
61.92
129
-
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Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing
and technical specification clause 1104
509.42
397
-
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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
40.66
5555
-
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Providing PCC M 20 (1:2:4) concrete for plain concrete in open foundations complete as per drawings and
technical specifications Clause 802, 803, 1202 & 1203
148.44
6379
-
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Supplying, fitting and placing HYSD bar
reinforcementin foundation complete as per drawings and technical specifications Clauses 1000 and 1202
1.45
66332
-
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Plain/reinforcedcement concrete in
substructure complete as per drawings and
technical specificationClauses 802, 804, 805, 806, 807, 1202 ans 1204
PCC M-20 Grade
111.32
6379
-
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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
160
129
-
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Plain/reinforcedcement concrete in
substructure complete as per drawings and
technical specificationClauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC
M-25 Grade
136.5
6924
-
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Supplying, fitting and placing HYSD bar
reinforcement(Fe 415) in substructrue
complete as per drawings and technical specification Clauses 1002, 1005, 1010 &
1202
13.06
66540
-
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Backfilling behind abutment, wing wall and
return wall complete as per drawings &
technical specificationClause 1204.3.8
(With Sandy Materials )
240.28
915
-
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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
97.06
2895
-
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1 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
96.46
7591
-
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Supplying, fitting, and placing HYSD bar
reinforcementin superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
8.2
68057
-
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Parapet Construction Plain/reinforced
cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 )
19.02
6379
-
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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
128.66
129
-
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Drainage spouts complete as per drawing
and technical specifications Clause 1209
12
633
-
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Providing and laying cement concrete wearing course M 30 grade including
reinforcement complete as per drawing and
technical specifications Clauses 800 and
1206.3
11.56
13470
-
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Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
446.58
397
-
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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
55.2
2997
-
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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
11.2
5555
-
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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
68.24
6379
-
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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.
84.71
397
-
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Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
1.25
948
-
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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
12.66
5555
-
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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
54.08
5555
-
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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)
26.26
5802
-
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Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
7.38
6379
-
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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
4.61
6896
-
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.62
68057
-
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Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
15
54
-
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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
28
129
-
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Drainage spouts complete as per drawing and technical specifications Clause 1209.
2
633
-
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Painting on Parapet Wall 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
26.56
129
-
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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.
60
1482
-
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1% Labour
1
252048
-
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TOTAL SEIGNIORAGE FEE
1
485800
-
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18% GST on Total Const.cost
1
4669687
-
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1st Year O&M cost
1
164654
-
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2nd Year O&M cost
1
213810
-
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3rd Year O&M cost
1
190424
-
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4th Year O&M cost
1
203229
-
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5th Year Maintenance cost
1
153775
-
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6th year Maintenance cost
1
177620
-
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1% Labour
1
11035
-
... More
TOTAL SEIGNIORAGE FEE
1
2300
-
... More
18% GST on Total Main. cost
1
201032
-
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