Rural Works Department Tender
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Technical
Technical
Financial
Additional Eligibility
Work Experience Requirements
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The bidder is required to have prior work experience in construction works of a similar nature and value, specifically as a prime contractor or subcontractor on construction works of a similar nature and value over the last five years. The bidder should submit certificates from concerned officers for the works performed. Regarding the value and percentage of similar works completed, it is mentioned that the bidder should provide information on the total monetary values of turnover and civil construction works performed for each of the last five years. However, the exact monetary value or percentage of similar works completed is not specified. Additionally, the bidder is allowed to propose subcontracting of components of the construction of road/bridge, aggregating to not more than 25 percent of the contract price.
Costs
EMD
₹ 47,13,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Koilwar To Sandesh , Path On The Dam From Koilvartak Canal Passing Through Sandesh
Description
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Contact
Tender Id
2025_RWD_140076_1Tender No
RWD/SSY/2024-25-ARA-02Tender Authority
Rural Works Department ViewPurchaser Address
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GEM & Bid Advisory Services
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BOQ Items
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Construction of embankment with material obtained from road way cutting
Construction of embankment with approved materials deposited at site and obtained from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
1011.38
75
76308.62
... More
Construction of Embankment with Material Obtained from Borrow Pits
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
For 100 m lead @ 80%
66819.38
240
16085429.35
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For 1000 m lead @ 20 %
16704.85
122
2044673.64
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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 as per Technical Specification Clause 303.1. (having CBR not less than 5%)
70357.1
244
17168539.54
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Granular Sub-base with Coarse Graded Material (Table 400.1)
Construction of granular sub-base by providing Coarse 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.
15256.95
2733
41701974
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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.
15903.6
3904
62089085.72
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Prime Coat
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
70684.85
52
3726505.29
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Tack Coat
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 Technical Specification Clause 503.
70684.85
15
1074409.72
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Tack Coat
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.
70684.85
18
1284343.72
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Bituminous Mecadam 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 1000 m 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.
3534.25
10351
36584718.19
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Semi-Dense Bituminous Concrete With Waste Plastic
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.
1767.13
12186
21534988.37
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Excavation for Structure 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.
1081.67
386
418097.91
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
PCC GRADE M10
196.67
5973
1174829.88
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Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, II. P.C.C grade M 15(Nominal mix (1:2.5:5)
1493.33
6876
10269107.74
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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
556
130
72491.28
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, (II) Sandy material
891.25
1657
1477674.68
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Excavation for Structure 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.
2205
386
852298.65
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Plain Cement Concrete M10 (1:2.5:5 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
PCC GRADE M15
315
5973
1881687.15
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Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, II. P.C.C grade M 20(Nominal mix (1:2:4)
1950
6876
13409467.5
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Providing and laying pitching on slopes with stone/ Boulder laid over prepared filter media as per drawing and technical specifications Clause 1302
I. Stone/Boulder
1350
4298
5802826.5
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
1350
3800
5131255.5
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Kilometre Stone
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
(i) 5th Kilometre Stone (precast)
3
4446
13338.81
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Ordinary Kilometer Stone (Precast)
16
2622
41966.4
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200 m stone (precast)
74
739
54718.56
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Retro-Reflectorised 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) 60 cm equilateral triangle
50
4032
201646.5
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60 cm circular
30
3946
118405.8
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600 mm x 450 mm rectangular
20
3812
76240.6
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900 mm side octagon, OR
8
7981
63851.28
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface & 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.
3674
644
2366202.96
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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
Citizen Information Board
Maintenance Board
6
10097
60584.52
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Guard stones/boundary stones/gaurdrails
Guard stones/boundary stones/gaurdrails Painting,guard stones,boundary stones and guardrail
96
653
62740.8
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Planting of tree & there maintainance for one Year
Planting of tree by the road side (Avenue Tree) in 0.6 m dia holes, 1 m deep dug in the Ground, Mixing the soil with decayed farm yard/ slug manure, planting the saplings back filling the trench, watering, fixing the tree guard & maintain the Plant for One Year.
367
1221
448338.21
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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.
64.8
386
25047.14
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Bedding for Pipe
Type B ( First Class) Bedding
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (i)
20.34
537
10931.73
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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, concrete and masonry works in head walls and parapets Clause 1106.
(C)300 mm dia
135
780
105378.3
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LABOUR CESS @ 1 % OF TOTAL COST (D)
1
2486491
2486491
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Seignairage Fee @ 10 % OF TOTAL COST ( C)
1
2576788
2576788
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GST @ 18% OF TOTAL COST
1
45668221
45668221
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Maintenance For 1st Year
1
3376350
3376350
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For 2nd Year
1
3805382
3805382
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For 3rd Year
1
3817448
3817448
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For 4th Year
1
3559768
3559768
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For 5th Year
1
5675066
5675066
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LABOUR CESS @ 1 % OF TOTAL COST (D)
1
202340
202340
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Seignairage Fee @ 10 % OF TOTAL COST ( C)
1
108621
108621
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GST @ 18% OF TOTAL COST
1
3698096
3698096
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