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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC | ₹1.6 Cr Quoted ₹1.3 Cr | L1 | Accepted-AOC Accept. |
| 2 | L2₹1.3 Cr+₹86,412.88 (0.65%)Rejected-Finance | ₹1.3 Cr+₹86,412.88 (0.65%) | L2 | Rejected-Finance Reject. |
| 3 | L3₹1.4 Cr+₹3.0 L (2.25%)Rejected-Finance NAWABGANJ GONDA UTTAR PRADESH 271303 | GONDA | GONDA | UTTAR PRADESH | 271303 | ₹1.4 Cr+₹3.0 L (2.25%) | L3 | Rejected-Finance Reject. |
| 4 | L4₹1.4 Cr+₹7.2 L (5.44%)Rejected-Finance H NO L 18 AWAS VIKAS COLONY FAIZABAD 224001 | FAIZABAD | AYODHYA | UTTAR PRADESH | 224001 | ₹1.4 Cr+₹7.2 L (5.44%) | L4 | Rejected-Finance Reject. |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
10 Mar 2026, 4:00 pmClosed
VC ADA
AYODHYA DEVELOPMENT AUTHORITY NEAR PARIKARMA MARG AYODHYA
Construction of CC road drain and lighting system from the house of Shri R.C. Pandey Vaidya ji to the house of Sachin Singh via the house of Amit Singh at Ranopali in Saketpuri Housing Scheme Ayodhya
2026_AFDA_1117545_8
ADA 63 19 TENDER DT 17-02-2026
Open Tender
Civil Works
Percentage
210 days
AYODHYA
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
AYODHYA DEVELOPMENT AUTHORITY
₹2.8 L
22 Apr 2026
21 Feb 2026
11 Mar 2026
21 Feb 2026
10 Mar 2026
21 Feb 2026
Civil
Excavation in foundation in ordinary Soil ( Loam clay or sand ) including filling lift upto 1.5metre (5fts.) and lead upto 30.0 m (100 fts.) & 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 plinth and removal and disposal of surplus earth as directed by the Engineer-in- charge upto a distance of 30 M. (100 fts.) from the foundation trenches. SOR/Sch. PWD-251
Earth work in filling in Cartage up to 8 K.M. SR
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. SOR/Sch. PWD-281/Sl. No. 6(1)
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. SR
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). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete prepared with batch mixing machine DSR- 2023 Item no. 16.43.1
Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) DSR- 2023 Item no. 16.45
Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade ‘A’ sealing compound conforming to IS: 1834. DSR- 2023 Item no. 16.46.1
Mild Steel or iron in plain work such as in reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastages and over lapping and hookes. SOR/Sch. PWD- 504
Providing and laying factory made cobble shape paver block 80 mm thick, compressive strength >= M 30 steel mould compressive technolgy. SOR Ayodhya Item no. 1(a) Pg. no. 27
providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, portland pozzolana / ordinary portland /portland Slag cement, admixtures in recommended proportions as per iS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of m25 grade with minimum cement content of 330 kg /cum DSR- 2023 Item no. 5.33.1.1
Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer DSR 26.31.1
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete DSR- 2023 Item no. 5.9.1
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR- 2023 Item no. 5.9.2
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform DSR- 2023 Item no. 5.9.3
Supply of 32 mm dia cpvc pipe including all complete. SOR/Sch. PWD- Chap. 21/ Sl. No. 88
Electrical
Supply ,fixing, testing & commissioning of 7 mtr decorative pole with single arm bracket .Pole made from continuously tapered circular hot rolled steel pipe conferming to E250 grade as per IS 2062 :2011 standards.Total hight of pole with bracke shall be 7000mm nominal above the ground floor.Base plate is made of 10mm/12mm MS sheet base so designed that the foundation bolt are not visible .The pole dimensions are a bottam diameter 166mm ,topndiameter of 76 mm and thickness of 3mm .the bracket stem is constructed from circular pipe 76.1 mm diameterand 2.6mm thickness ,crowned with a mild steel (MS) cone 700 mm hight of at the top.The pole are painted with multiple coat of weather resistant polyurethane paint the service window at the lower part of the pole contains connector,cutouts & MCB etc.The single arm bracket is made out of steel section of vairious diameters the bracket can be made as per top of pole diameter.The RCC foundation of pole also included with 450mm long x16mm dia foundation bolt .The bidder should be Submit the sample of pole for approval of paint and designe. The waranty of each part of equipment should be minimum 5years. Make-as per approved UP PWD MR
Supply, fixing ,testing & commissioning of IP 65 protection 120 watt post top latern as per approved and suitable for 7 mter decorative pole, the system lumens should be min 9000 lumens.the luminaire efficiency should be 100 lumens/w system wattage should not be more than 120 watt. The colour of lamp should be as per approval of Engineer/Incharge Make as per approved UP PWD MR
Supply and laying of aluminium conductor PVC insulated armoured served sheathed 3core 6 sqmm XLPE 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 suitablesize 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.The cable will be connect to existing Electrical Panel.Make-UP PWD Approved SOR-22/501/E
Supply and laying below 750mm of 63mm dia DWC HDPE pipe including digging and backfilling and repairing of any cutting of road cutting as directed by Engineer Incharge.Make as per UP PWD approved . DSR-22 14.16.1(With factor0.789*.973)
Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.I . strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified SOR-2018/726/C
EXTERNAL LIGHTING PANEL-1 Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all Respect. Including 16 A SP MCB .All equipments shall be UP.PWD approved. SOR-22/807
INCOMER 1 No. 32 A DP MCB,10 kA breaking capacity. SOR-22/1009
OUTGOINGS 16A DP MCB Provide the space in panel for provision of CCMS System.And Energy Meter SOR-22/1002
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