Rural Works Department Tender
Take tender evaluation notes for Uttarakhand RWD Tender
Rural Works Department - RWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 May 2025
Closing Date21 May 2025
Tender Amount₹ 2,30,71,000
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Technical
Technical
Financial
Additional Eligibility
Technical Capacity
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The required prior work experience for the bidder includes: 1. Project Manager (Civil Engineer): 10 years of total work experience, with 5 years of experience in similar works.
2. Material testing Engineer: 3 years of total work experience, with 3 years of experience in similar works.
3. Material testing Supervisor: 3 years of total work experience, with 2 years of experience in similar works.
4. Quantity Surveyor: 3 years of total work experience, with 3 years of experience in similar works.
5. Construction Safety Officer: 5 years of total work experience, with 3 years of experience in similar works. The bidder should have at least 5 years of general construction experience under construction contracts in the role of contractor, subcontractor, or management contractor prior to the bid submission deadline. For similar works completed, the bidder should have completed works with a value of at least 50% of the requirement for a single entity and 25% of the requirement for each partner in a joint venture. A specific contract value of at least INR 57.68 Lacs is required, which is 25% of the amount put to bid, and the contract should be similar to the proposed works in terms of physical size, complexity, methods, technology, and material used. The bidder should also have a minimum annual construction turnover of INR 115.35 Lacs, which is 50% of the amount put to bid, for the work/time period for completion in years, inclusive of escalation. The percentage of total amount is applicable if the bidder is a partner in a JV or subcontractor, and the bidder should provide details of their experience records in the relevant Information Forms. The bidder should demonstrate access to or availability of liquid assets, lines of credit, or other financial resources to meet the bidder's financial resources requirement, which is indicated in Form FIN-4, with 100% of the requirement for the bidder and 50% and 25% of the requirement for each partner in a joint venture, respectively. The financial resources requirement for the subject contract is specified as 10% of the estimated cost.
Costs
EMD
₹ 4,62,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RES_83640_2Tender No
131 Dated 06-05-2025Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://res.uk.gov.in/
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Documents
BOQ Items
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Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
1939.17
426
827056.005
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Providing concrete for plain concrete in open foundations complete as per drawings and technical specs. Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6.
61.46
6364
391131.44
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. In cement mortar (1:5)
385.17
4237
1632196.3920000002
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Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specs)
504.32
1072
540631.04
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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. (As per MORD specification no. 1002.1 and IS 1786:2008 clause no. 1.6, Steelshall be procured from original/primary steel producers only and no re-rolled steelshall be used.)
4.68
84528
395591.97599999997
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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 R.C.C. grade M 25
27.84
8176
227639.32799999998
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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
242.2
226
54737.2
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Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
1323.37
4121
5454666.466
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Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
1178.1
2449
2885755.9499999997
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Surface Drains in Ordinary Rock Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site. Mechanical Means
2700
42
113670
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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
556.88
219
122402.224
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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 (precast )
5
2837
14189.5
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Reinforced cement concrete M15 grade hectometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as perdrawing and Technical Specification Clause 1703.Ordinary Kilometer Stone (Precast) 200 m stone (precast)
13
789
10262.199999999999
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Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6
270
52
14202
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Semi Reflective 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 Sheet 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 Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 600 mm equilateral triangle
16
2365
37846.4
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Semi Reflective 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 Sheet 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 Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 600 mm x 450 mm rectangular
10
2471
24716
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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
1
15564
15564.8
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Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and tech. specs. Clause 802, 803, 1202 & 1203.
71.38
5065
361575.38999999996
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Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specs.
188.25
4733
891062.5499999999
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White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915.
1281.85
24
31020.769999999997
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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using Gravel mix soil.
363
1443
524135.7
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Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWD Uttarakhand specifications)
187.88
1566
294332.80799999996
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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 requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
127.5
69
8874
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