National Highways And Infrastructure Development Corporation Limited Tender
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National Highways And Infrastructure Development Corporation Limited - NHIDCL Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Feb 2025
Closing Date12 Mar 2025
Tender Amount₹ 5,00,01,518
Technical
Technical
Financial
Bid Capacity
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The bid capacity required in the given tender to bid can be calculated using the formula: Available Bid capacity = (A* N* 2.5 - B) Where:
A = Maximum value of civil engineering works executed in any one year during the last three years N = Number of years prescribed for completion of the works for which bid is invited
B = Value of existing commitments and on-going works to be completed during the next 3 months However, the exact value of bid capacity is not provided. But, the bid capacity required is based on the following financial and work experience criteria:
- Average Turn-over during last 3 years
- Work of similar nature during last 5 years
- Minimum Average Annual Turnover: - Rs. 500.015 lac (estimated cost of work) - Single Work of Rs. 250.008 lac (minimum 50% of estimated cost of work) - Or Two similar works each of Rs. 175.006 lac (minimum 35% of estimated cost of work) - Or Three similar works each of Rs. 125.004 lac (minimum 25% of estimated cost of work) Additionally, the Bid Security amount is Rs. 10,00,030/- (Rupees Ten Lakhs and Thirty Only).
Technical Capacity
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The required prior work experience for the bidder includes experience in Civil Engineering construction and/or maintenance works, specifically in the construction or maintenance of roads. The bidder should have completed similar works during the last five years, with the following requirements: - Three similar completed works, each costing not less than Rs. 125.004 lac.
- Two similar completed works, each costing not less than Rs. 175.006 lac.
- One similar completed work costing not less than Rs. 250.008 lac. The bidder should have completed not less than 90% of the contract value for these similar works. Additionally, the bidder should have an average annual turnover of at least Rs. 500.015 lac, which is the estimated cost of the work. The bidder can also meet this requirement by completing: - A single work of Rs. 250.008 lac (minimum 50% of estimated cost of work)
- Or two similar works each of Rs. 175.006 lac (minimum 35% of estimated cost of work)
- Or three similar works each of Rs. 125.004 lac (minimum 25% of estimated cost of work) The key personnel, including the Project Manager and Site Engineer, should also have specific years of experience in Civil Engineering and highway constructions/maintenance work. The bidder is required to submit certificates from the employer or prime contractor to verify the completion of similar works, as well as a certificate from a Chartered Accountant stating the total value of work performed in the last three years.
Costs
EMD
₹ 10,00,030Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_NHIDC_850038_1Tender No
NHIDCL/Siliguri/NH10/Est/MR/24Tender Authority
National Highways And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://https://nhidcl.com/
GEM & Bid Advisory Services
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BOQ Items
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Back filling behind abutment, wing wall and return wall complete including spriklring water and throughly compacted with plate compactor/power rammer in layers not exceeding 150mm compacted thickness as per drawing and Technical Specification (710.1.4 of IRC:78 & MoRTH's specification 2200)
1158.7
346
401871.92
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Gabion
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-
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Providing & making of Gabion structure of size (2x1x1)m with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MoRT&H's 5 th revision clause2500 of required size, Mesh Type 10x12(D=100 mm with tolerance of±2%), Zinc coated, Mesh wire diameter 2.7/3.7mm (ID/OD)mechanically edged/selvedge with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge
6720.4
3391
22791228.54
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SDRA
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-
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Supply and Installation of Self drilling Hollow soil / rock anchor of outer dia of 38 mm and inner dia of 19 mm, Yield Load Carrying Capacity of Minimum 400 KN in soil / overburden /rock suitable for drilling placing and cement grouting. Installation with all accessories such as 76 mm/100mm dia drill bit, couplers, 8mm thick base plate and nut and bolt complete in all respect.
3347.4
3611
12089704.16
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Grouting
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-
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Cement pressure grouting through hollw Soil/Solid Roack Anchor of Outer dia 76/51/38/32/25 mm in rock/overburden including all cost of material and equipment required to complete the grouting work at desired pressure.
2510.55
730
1834383.57
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P.C.C. Grade M15
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-
-
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Plain/Reinforced Cement Concrete in open foundations complete as per Drawing and Technical Specifications(Reference to MoRT&H's Specification 1500, 1700 & 2100). .
423
5225
2210428.8
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By Mix in Place Method
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-
-
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Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 401 Rate per cum for grading-V Material
255
2018
514635.9
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Wet Mix Macadam
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-
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Providing, laying, spreading and compacting graded stone aggregate conforming to the grading of table 400- 13 revised vide table 2 of IRC : 109 (2015) to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density .The thickness of a single compacted layer shall not be less than 75 mm.(Reference to MoRT&H's
specification 406.
1045.76
2215
2316431.6
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Prime Coat
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-
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Providing and applying primer coat with cationic bitumen emulsion SS1 grade conforming to IS:8887 on prepared porous granular surface including clearing of road surface and spraying primer using mechanical means (Reference to MORT&H's specification clause 502).
4258
93
399911.36
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Tack Coat
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-
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Providing and applying Tack Coat with Bitumen Emulsion (MS) using emulsion pressure distributor @ 0.25 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom (Reference to MoRT&H's Specification Clause 503).On Granunar surface treated with primer surface. ii) on bituminous surface treated with primer @ 0.25Km /sqm
4258
18
79539.44
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Bituminous Macadam
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-
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Bituminous Macadam Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously 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 (Reference to MORT&H's specification clause
504).
With Continuous Type HMP (40-60 TPH)
for Grading 2 (19 mm nominal size)
212.91
8839
1882066.91
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Mastic Asphalt- 25mm thick
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-
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Providing and laying 25 mm thick mastic asphalt wearing ccourse with approved grade bitumen meeting the requirements given in table 50039, prepared by using mastic cooker and laid to required level and slope after cleaning the surface , including providing antiskid surface with bitumen precoated fined grained hard stone chiping of 13.2mm nominal size at the rate of 0.005 cum/m2 and at an approximate spacin of 10 cm centre to centre in both direction , pressed into surface when the temperature of surface is not less than 100 C , protruding 1mm to 4mm over mastic surface, all complete as per clause 516 ( Ref to MORT&H's specification clause 516 along with IRC :107 ) (VG-40)
4468
814
3638158.36
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Road Delineators
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-
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Supply and installation of delineators (Road way indectors, 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 (Reference to MORT&H's specification 806).
231
877
202695.57
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Geo textile
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-
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Supplying at site and laying in position UV stabilized needle punched, stapled fibre / continuous filament polypropylene non-woven geotextile of 300 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge.
Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top.
2. Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.7.7, 2.7.9 and 2.7.10 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification and Special Terms
2725.7
276
752565.77
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Filter Media
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-
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause2504.2.2. of MoRT&H specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification (710.1.4 of IRC:78 & 2200).
3.65
358
1309.66
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Cement mortar
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Plastering with cement mortar (1:3) on brick work in sub-structure complete all including raking out joints curing, etc as per Technical Specifications (Reference to MORT&H's specifications 1300 & 2200).
17.99
634
11406.56
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Plum concrete
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-
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Plain cement concrete of nominal mix (1:2:4 )with coarse aggregate of which stone boulder of size 225 mm to 150mm of 70% of total dry volume to be placed in position as directed by Eng-in charge, Cement( 53 grade ) mechanically mixed in 1:2:4 of rest volume and placed in position and compacted by any means as directed including cost of shuttering .
4.95
3397
16819.11
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Supplying, binding, fixing etc. HYSD bar reinforcement.
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-
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Supplying, binding, fixing etc. including initial straightening,cutting to requisite length, hooking and bending to correct shape, placing in proper position of uncoated HYSD reinforcement bar in sub-structure complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 1600 & 2200).
0.83
68635
56967.56
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RCC Grade M30
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-
-
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Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure all including vibrating and compacting, finishing, curing, sampling, testing etc. by mechanically mixed as per clause 1719 of MoRTH but excluding the cost of materials as per drawing and Technical Specification (Reference to MORT&H's specifications 1500, 1600,1700 & 1800).
Using Concrete Mixture
7.52
6706
50436.56
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RCC Grade M20
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-
-
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Plain/Reinforced cement concrete in sub-structure complete all including vibrating and compacting, finishing, curing, sampling, testing etc. by mechanically mixed as per drawing and Technical Specifications (Reference to MORT&H's specifications1500,1700& 2200).
0.23
6038
1388.94
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Concrete Block Pavement
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-
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Supplying and Laying in the particular pattern of cement concrete block pavements with BIS certification and spacer nib of size and shape with aspect ratio as per IS 15658 with cement concrete grade not less than M40 on the prepared base course of specified CBR as mentioned in design and drawing with a cushion of bedding sand of 30 to 50 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps between two paver block with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2) complete as per IRC SP - 63 with proper confinement of bedding and joint filling sand, compaction,levelling and filling up of the edge gaps with mortar. Type II
105
2316
243192.6
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