Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date13 Feb 2025
Closing Soon27 Feb 2025
Tender Amount₹ 9,43,43,564
Technical
Technical
Financial
Bid Capacity
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The bid capacity required in the given tender can be calculated using the following formulas: 1. For work estimated to cost up to Rs. 10 crore: 2% of estimated cost
2. For work estimated to cost more than Rs. 10 crore: Rs. 20 Lacs + 1% of the estimated cost in excess of Rs. 10 crore Additionally, the bid capacity can also be determined based on the financial capability requirements, which include:
- Cumulative financial turnover and current liquid assets for works more than 1.5 times the bid value. For the given estimated cost of the work (Rs. 943.44 Lacs), the bid capacity required can be calculated as: Rs. 20 Lacs + 1% of the estimated cost in excess of Rs. 10 crore (since Rs. 943.44 Lacs is more than Rs. 10 crore but less than Rs. 100 crore, 1% of the excess is calculated). 1% of the excess of Rs. 10 crore = 1% of (Rs. 943.44 Lacs - Rs. 10 crore) = 1% of (Rs. 943.44 Lacs - Rs. 1000 Lacs)
= 1% of Rs. -56.56 Lacs is not applicable as it is negative, so we consider only the base value of Rs. 20 Lacs for the excess above 10 crore, and for the first 10 crore, 2% of the estimated cost is considered. 2% of Rs. 10 crore = 2% of Rs. 1000 Lacs = Rs. 20 Lacs. So, for the given estimated cost, the bid capacity required is the same as the base value for the excess above 10 crore plus 2% of the first 10 crore, which equals to Rs. 20 Lacs + Rs. 20 Lacs = Rs. 40 Lacs. However, another formula is provided: Bid Capacity = 1.5 * Bid Value, and the bid value is Rs.10.00 Lacs. So, the bid capacity required can also be calculated as: Bid Capacity = 1.5 * Bid Value = 1.5 * Rs.10.00 Lacs = Rs.15.00 Lacs. Considering the provided information, the bid capacity required can be calculated using different formulas, resulting in different values. However, the most relevant calculation based on the estimated cost of the work is Rs. 40 Lacs, and another calculation based on the bid value is Rs.15.00 Lacs. Therefore, the bid capacity required is Rs.15.00 Lacs or Rs. 40 Lacs based on the provided formulas.
Technical Capacity
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The required prior work experience for the bidder includes having successfully completed works during the last 7 years, with specific requirements for similar completed works. The similar completed works should be of a similar nature to the work being tendered. The value and percentage of similar works completed are as follows: - Three similar completed works costing not less than 40% of the estimated cost put to tender
- Two similar completed works costing not less than 60% of the estimated cost put to tender
- One similar completed work of aggregate cost not less than 80% of the estimated project cost put to tender Additionally, for BM/BC work above Rs. 1.0 crore, a notarized affidavit on Rs. 100/- stamp paper for ownership of Hot mix plant, along with a purchase bill, is required. A sensor paver is also mandatory for BM/BC work, except for road patch works. The experience certificate should be from the Engineer-in-Charge of the work, not below the rank of Executive Engineer or equivalent rank officers, in Govt./Semi Govt./PSU organizations, and should include details such as the name of the work, total value of the work, date of start and completion, and whether any compensation was levied for delay.
Costs
EMD
₹ 18,87,000Document Cost
₹ 6,770Tender Fee
Refer Documents
Summary
Widening And Strengthening Of 80m Wide Road Between Kp-5 And Sector-3 From 130m Wide Road To 60m Wide Road (balak Inter College), Greater Noida
Description
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Contact
Tender Id
2025_GNIDA_1005334_11Tender No
SM/(E-TENDER CELL)/2025/567 DATED- 10.02.2025Tender Authority
Greater Noida Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.greaternoidaauthority.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Wet mix macadam (Plant mix method)
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with grader in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Technical Specification Clause 406 of MORTH/(AR/GNIDA)
6288.3
5004
31467847.98
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Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.
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With F.P.S. bricks of class designation 150
2207.5
139
308917.55
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Excavation in foundation ordinary soil (Loam clay or sand) inclding lift upto 1.50 and lead upto 30.00 and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plith and removal and disposal of surplus earth as directed by the engineer incharge upto distanace of 30m from the foundation trenchess (where machine con not reach/move) (SOR/251 (A)/4.1.1)
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Depth from 0.0 to 1.5 M below G.L.
222
95
21090
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Supply of ISI mark RCC NP-3 Hume Pipe (including collars for which nothing extra will be paid including loading and unloading)
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350mm dia NP-3 RCC Pipes
740
1455
1077395.6
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Laying of NP-3 RCC S&S pipes jointed with stiff mixture of cement mortar in the propertion of 1:2 (1Cement : 2Coarse Sand) including testing of jointed complete.
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350mm. Dia. NP-3 RCC Pipes
740
207
153779.4
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Constructing masonary Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1cement :4 coarse sand) for sluice valve, with C.I. surface box 100 mm top 160mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design:
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with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-18/18.33.1)
592
6723
3980134.4
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Providing and applying primer coat with SS1 grade bitumen 80/100 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. (MORTH 502)
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On granular base such as WBM and WMM suface with 7.5 Kg of bitumen for 10 Sqm.
26224.2
37
988127.86
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.50 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
52448.4
24
1304916.19
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Providing and laying dense graded bituminous macadam with Higher capacity batch type HMP using crushed aggregates of specified grading, Premixed with bituminous binder VG-30@4.50% by weight of total 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 & H Specification CLAUSE 505 complete in all respects. ( Morth/505)
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50mm compacted thickness with bitumen penetration of 60/70@ 4.50% by weight of total mix
1311.21
11285
14797293.32
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Providing and laying Bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder CRMB-55 @5.40 Percent of mix and filler transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level, and alignment rolling with smooth, wheeled vibratory and tandem rollers to achive the desired compaction as per MORTH specification clause 507 complete in all repects. ( Morth/AR/GNIDA)
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40mm compacted thickness with bitumen peretration of CRMB-55@5.4% by weight of total mix.
26224.2
513
13472158.27
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Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. (DAR-18/16.50)
3528
151
533574.72
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Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge. (DAR-18/16.65)
472
620
292753.28
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Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holis. Rates are inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of work. (SOR-20/19.01/New Item)
1805.41
520
938813.2
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Labour cess and GST will be paid extra as per Govt. orders.
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