Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 Jan 2025
Closing Date24 Feb 2025
Tender Amount₹ 2,41,79,024
Technical
Technical
Bid Capacity
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Assessed Available Bid capacity = (A x N x 2) - B Where:
A = Maximum value of engineering works in respect of projects executed in any one year during the last five years
N = Number of years prescribed for completion of the works for which bids are invited
B = Financial liability of the bidder to be incurred for existing commitments and ongoing works during the period of the subject contract. Additionally, Earnest Money = 2% of Estimated Amount (or) Rs 10 Lakh, whichever is lower, and Security Deposit = 10% of the value of works executed (including Earnest Money).
Technical Capacity
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The required prior work experience for the bidder includes:
- One similar work with a magnitude of more than 40% of the estimated amount.
- Two similar works, each with a magnitude of at least 30% of the estimated amount.
- One running similar work completed to 80% or more, with a value of not less than 40% of the estimated amount. The percentages and values mentioned are:
- 40% of the estimated amount for one similar work.
- 30% of the estimated amount for each of two similar works.
- 80% completion of one running similar work, with a value of not less than 40% of the estimated amount.
- 25% and 20% of the estimated amount for second and third calls, respectively, for two similar works.
- 75% and 70% completion for second and third calls, respectively, for one running similar work. Additionally, the bidder's experience in similar works is considered, with the requirement to furnish details of name, location, and nature of work, department concerned, engineer-in-charge, contract price, percentage of participation of the company, and progress of work. The value of work done is to be mentioned in Indian Rs, and the physical progress in percentage is also required. The original time schedule, start date, completion date, and remarks are also to be provided. The validity period of the credential has been extended to 7 years, excluding the Covid pandemic period of 2020-2021 and 2021-2022. The estimated amount, date of completion, and value of work done must be indicated in the credential certificate.
Costs
EMD
₹ 4,83,580Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbpwd/pw(r)/se/shc/nit No 15 Of 2024-2025( 3rd-call)-1)
Description
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Contact
Tender Id
2025_SH_807884_1Tender No
WBPWD/PW(R)/SE/SHC/NIT NO 15 OF 2024-2025(3rd-Call)Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). On Bituminous Surface (Using Bitumen emulsion at the rate of 0.250 kg per sqm.)
1673.25
8
13520
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Supplying, preparing and placement of ready mix nonshrink cementious microconcrete
14.1
50546
712699
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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 Specifications Clause 202 for Rural Roads of MORD. By Mechanical Means. Reinforced Cement Concrete
20
773
15460
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Removing corroded worn out portion of reinforcement (when the area of bar is damaged by more than 25%) by cutting and replacing the same by a new plain round bar of requisite diameter by binding with required lap / welding with old bar, including cost of reinforcement, complete in all respect including removing unserviceable materials from site as per direction of the Engineer - in - charge. Note : Payment on weight (Kg.) of new reinforcement.
50
87
4350
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Cleaning the exposed corroded Reinforcement as well as worn out concrete by sand blasting with air compressor including all materials, hire charges of machineries and labour etc. all complete as per technical specification and direction of the Engineer-in-Charge.
35
604
21140
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Providing anti-corrosive protective coating to inhibit the corrosion to HYSD reinforcements including two coats of anti-corrosive coatings of consumption as per manufacturer's specification, cleaning etc. complete as per the direction of the Engineer-in- Charge.
35
506
17710
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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excludingcost of chipping over concrete surface](ii) With 1:4 cement mortar (10mm thick)
4442.35
130
579949
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Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (a) Where staging is required.
870.78
354
308256
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Furnishing and Placing Reinforced / Pre-stressed Cement concrete in Super-structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete. as per drawing and technical specifications. RCC Grade M 30. Using Concrete Mixer. For solid slab super-structure, a) Height upto 5m
41.71
6843
285452
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Replacement of damaged Concrete Railing
275
242
66550
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Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 rnm. true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 rnrn. leaving adequate space between vertical post for expansion, complete as per MoRT&H standard drawing no SD/202 and technical specifications.
275
1835
504625
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Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
11000.87
38
418033
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Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary. On steel or other metal surface. With other than hi-gloss of approved quality-. (iv) Two coats (with any shade except white)
11000.87
75
825065
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Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.
6.55
55376
362713
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Hire and labour charges for staging with sal bullah for super structure of bridge (Major and Minor) including stripping off and removing clearing on completion of work as per design and drawing approved by the Engineer-in-charge.
7476
199
1487724
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Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. PCC Grade M20. Height upto 5m
26.36
6006
158324
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Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of IS 1568:2006) manufactured in steet mould clamped to a vibrating table by hydraulic pressure (as per cl. no. 6.30 of IRC :SP : 63 (2018), from BIS licensee manufacturer, with spacer nib (Small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per Cl. No. 3.26 of IS: 15658) and of specified size and shape with aspect ratio (The ratio of length to thickness of a paver block, as per CL. No.3.3 of IS: I5658) as per Table 2 of IS :15658 with flexurufstrength/breaking load as per Annexure G of IS: 15658, onthe prepared base course of specified CBR as per Table 1of IRC SP 63 (2018) or else as mentioned in design anddrawning with a cushion of compacted bedding sand of 25-35 mm thick (grading of the bedding sand us per clause6.5.1 of IRC SP-63) and filling up the gaps in between paverblocks with joint filling sand (the grading of the joint fillingsand will be as per clause 6.5.2 of IRC SP 63) andcompleting the edges with cut blocks as per Cl. No. 8.7 ofIRC SP - 63 (2018) with proper confinement of bedding and joint filling sand, compaction, levelling and filling up of theedge gap. 60 mm thick (ii) coloured decorative
351.45
1153
405222
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Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary by Fine sand
35.15
1400
49232
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First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc. including curing, scaffolding, raking out joints etc. complete including cost and carriage of all materials.(a) In 1:4 proportion.
11
5542
60973
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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 complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
722
584
421648
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Supplying & fixing of Raised Pavement Marker ( CATS EYE) confirm to ASTN D 4280 , body of the marker will be molded from polycarbonate. The Marker double sided lens YELLOW / WHITE /RED colour. Dimension : 20m height,130mm width and 105 mm length , 3 M make.
420
255
107100
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Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
12
9307
111688
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Add GST @18%
20287820
-
3651808
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Add Labour welfare Cess @1%
23939628
-
239396
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