Ayodhya Development Authority Tender
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Ayodhya Development Authority Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date10 Apr 2025
Closing Date19 Apr 2025
Tender Amount₹ 2,03,98,328
AI Insights
Technical
Technical
Financial
Additional Eligibility
Bid Capacity
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There are two formulas provided for bid capacity. The first one is: Assessed Available Bid capacity = (AM - (B + M)). The second one is: Assessed Available Bid capacity = (A - B) / N. In the first formula, AM represents the maximum value of civil engineering works executed in any one year during the last five years, updated to the price level of the last year at the rate of 8 percent per year. B represents the value at the current price level of existing commitments and ongoing works to be completed during the period of completion of the works for which bids are invited. M is not clearly defined. In the second formula, A represents the maximum value of civil engineering works executed in any one year during the last five years, updated to the price level of the last year at the rate of 8 percent per year. B represents the value at the current price level of existing commitments and ongoing works to be completed during the period of completion of the works for which bids are invited. N represents the number of years prescribed for completion of the works for which bids are invited.
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 such as:
- At least three similar completed works costing not less than 40% of the estimated cost put to tender.
- Alternatively, two similar completed works costing not less than 50% of the estimated cost put to tender.
- Or, one similar completed work of aggregate cost not less than 80% of the estimated cost put to tender. The bidder should have experience in similar works such as Brick Work, Drain, Footpath, Interlocking Tiles, Boundary wall, Masonry work, Building Repair, and other miscellaneous works. The bidder should have a minimum of 5 to 10 years of experience for a Project Manager with a degree in the corresponding discipline of engineering. For works valued at more than Rs 1000 lac, the requirement is a Project Manager with 1 year of experience and a Principal Technical Representative with 10 years of experience. For works valued between Rs 500 lac to 1000 lac, the requirement is a Graduate Engineer with 2 years of experience and a Principal Technical Representative. For works valued between Rs 200 lac to 500 lac, the requirement is a Graduate Engineer with 1 year of experience and a Technical Representative. For works valued between Rs 50 lac to 200 lac, the requirement is a Graduate Engineer with 1 year of experience and a Technical Representative. The value and percentage of similar works completed are mentioned as:
- 40% of the estimated cost put to tender for at least three similar completed works.
- 50% of the estimated cost put to tender for two similar completed works.
- 80% of the estimated cost put to tender for one similar completed work. The bidder should also have a minimum annual turnover of the last three years, which should be equal to the estimated cost of the work, and a minimum net worth, which should be equal to the estimated cost of the work. The bidder should have completed at least three works of similar nature and value in the last five years. The available bid capacity for construction work should be equal to or more than the total bid value, calculated based on the maximum value of civil engineering works executed in any one year during the last five years, updated to the price level of the last year at the rate of 8 percent per year.
Costs
EMD
₹ 4,07,960Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_AFDA_1026889_1Bid Award Id
ViewTender No
ADA JANAURA PAKKA TALAB DT 09-04-2025Tender Authority
Ayodhya Development Authority ViewPurchaser Address
-Website
http://http://www.adaayodhya.in/Default.aspx
GEM & Bid Advisory Services
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BOQ Items
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Electrical works
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S/L of micropolyethene all complete
Sanctioned Rate
4960
25
124000
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DESCRIPTION OF ITEM
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Supply of adjustable Waco street light luminaire 120W, 3000K. Housing and front frame made of pressure diecast aluminium featuring high strength and anti corrosion. The front frame of the luminaire should be hinged for easy open and ease of maintenance. Suitable for mounting on to Ø76 pipe at -15° to +°15 lateral (side entry) and vertical (top mount). Led compartment should be covered with Clear tempered glass. High quality light transmittance lens must be used. Power consumption should be between 120W at steady state full intensity luminaire, the luminous flux of the luminaire is atleast 14400 lm for 3000K Distribution- Asymetrical Batwing street light optics T-IV. The ingress protection is IP65 or higher and impact resistance of IK08. This luminaire contains built-in LED modules. LED modules are engineered accordingly to the existing regulations of Lumen Maintenance (LM80) and Technical Memorandum (TM21), Lifespan of the luminaire 60,000 hours at 40°C. Operating ambient temperature range is from -15°C to +50°C. Driver efficiency 88%, power factor 0.96, THD 10%, Surge protection 6KV, SCDM3. Driver operating voltage of 100-277Vac.Adequate heat sink with proper thermal management shall be provided. The fixtures proposed must have passed LM 79 & LM-80, Reports from NABL Lab is MUST. Make of LEDs -LUMILED /NICHIA. CE & BIS Certified. Make: K-Lite-4290/Ligman/Wipro Or Equibalent.
26
9500
247000
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Providing and filling in position rubberized bitumen hot sealing compound for sealing expansion joints in roads / pavements all complete as per direction of the Engineer -in - charge.
47226.25
6
300358.95
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Supply and laying of aluminium conductor PVC insulated
armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
16 sq. mm 4 core
100
343
34300
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Mild Steel or iron in plain work such as in reinforced concreted or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all and wastages and overlapping and hooks.
13768.9
75
1032667.5
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P/A Bonding Coat of Appround hardnor adhesure @51g/m As D.S.R. No. 26.31.1
4960
96
477400
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Construction of granular sub-base by providing close graded Material, spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with front end loder at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
Ch-4 MORT &h Specification
553.2
3893
2153662.92
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Brick work with Common burnt clay F.P.S. (non modular) brick of class designation 7.5 in Foundation and plinth in 1:4 1 Cement 4 Coarse sand
56.35
5417
305272.18
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Supply and laying of aluminium conductor PVC insulated
armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge ,complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
6 sq. mm 4 core
550
297
163350
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Providing and laying factory made cobble shape paver block 80 mm thick, compressive strength = M 50 steel mould compressive technolgy.
1560
1544
2409388.8
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Supplying and making end termination with brass compression
gland and aluminium lugs for following size of PVC insulated
and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV
grade as required.
4 X 16 sq. mm (28mm)
2
237
474.3
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Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8 graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation.
157.05
4350
683167.5
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Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick
including accessories, and providing masonry enclosure with
cover plate having locking arrangement and watering pipe of
2.7 metre long etc. with charcoal/ coke and salt as required.
3
5734
17203.86
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Supply and laying of 25 mm X 3mm G.I. strip from earth electrode directly in the ground as required complete in all respect.
67
187
12547.09
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Supplying and making end termination with brass compression
gland and aluminium lugs for following size of PVC insulated
and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV
grade as required.
6 sq. mm 4 core
3
80
240
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting
of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge
All works upto plinth lvl.
175.4
6985
1225342.65
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Supply Installation Testing and Commissioning of 7000 mm Single Arm Decorative Pole with Decorative Cast Aluminium Base, Pole made from continuously tapered circular hot-rolled steel pipe conforming to E250 grade as per IS 2062:2011 standards. The pole's dimensions are a bottom diameter of 166 mm, top diameter of 76 mm, and thickness of 3 mm. The bracket stem is constructed from circular pipe of 76.1 mm diameter and 2.6 mm thickness, crowned with a mild steel (MS) cone of 700 mm height at the top. The angular Single-arm bracket is made of MS pipe with a diameter of 60.3 mm and 2.6 mm thickness, extending horizontally from the stem to accommodate the installation of streetlight luminaires at a distance of 1100 mm on either side of the stem's vertical axis. Aesthetic design is enhanced by a curved MS flat (25 mm x 4 mm) arching between the stem and each arm. The pole is designed to withstand wind speeds up to 50 m/sec, in compliance with IS 875 Part 3:1987. All pole sections are welded by certified welders using high-end MIG welding processes to ensure durability and strength. A vandal-proof MS service door (320 mm height x 90 mm width) with a safety rope is provided at the base of the pole, featuring the company logo embossed at the bottom and offering IP-rated protection. The pole is mounted on a mild steel base plate (300 mm x 300 mm 16 mm), made from E250 grade steel (as per IS 2062:2011), featuring four elongated holes (38 mm x 19 mm) designed to suit M20 x 500 mm bolts of grade 4.6 at a center-to-center distance of 215 mm. The foundation bolts of suitable size shall ensure firm grouting into the foundation, which must be designed accordingly. The pole is finished with pure polyester powder coating in a color of Graphite Grey / Anthracite Grey / Black, with a coating thickness of 60-80 microns for corrosion resistance and aesthetic appeal. Make should be as per Klite-7171/ Ligman/ Neri. All dimensions of the pole, base plate, and components are within a tolerance of +/- 5%.. The manufacturer should have in-house shot blasting machine and salt spray testing equipment. Make as per K-Lite/Ligman/Vakrangee or Equivalent.
26
46500
1209000
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Providing and fixing in position pre-moulded joint filler in expansion joints.
52332.5
3
204096.75
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Centering and shuttering including strutting, propping etc. and removal of form for
Walls (any thickness) including attached pilasters, butteresses,
plinth and string courses etc.
3132
619
1939459.68
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Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).
Cement concrete prepared with batch mixing machine
16.43.1
992
7739
7677157.44
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Providing and fixing 6 SWG dia G.I. wire on surface or in recess
for loop earthing as required.
585
53
31426.2
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