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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance 139 BEHIND PANCHAYAT BHAWAN PAHAD GANJ FAIZABAD 224001 | FAIZABAD | AYODHYA | UTTAR PRADESH | 224001 | L1 | Admitted-Finance | ||
| 2 | L2₹2.3 Cr+₹2,590.27 (0.01%)Admitted-Finance 201 MAJNAWAN FAIZABAD SADAR FAIZABAD 224001 | FAIZABAD | AYODHYA | UTTAR PRADESH | 224001 | L2 | Admitted-Finance |
Tender Value
₹2.4 Cr
EMD Value
₹13.9 L
Closing Date
1 Oct 2026, 12:00 pmClosed
SE, Ayo/Ambd Circle, PWD, Ayodhya
SE, Ayo/Ambd Circle, PWD, Ayodhya
Construction of Type-3 (8Nos) Residences for PWD Employes and Officers in Ayodhya District
2026_CEUFZ_1189716_2
5668/01Bhawan(CD-4)-Ayo/Ambd Circle Dt 02.09.2026
Open Tender
Civil Works - Buildings
Fixed-rate
360 days
SE, Ayo/Ambd Circle, PWD
Construction of Type-3 (8Nos) Residences for PWD Employes and Officers in Ayodhya District
2 documents required · 2 mandatory
₹2,714
₹13.9 L
Yes
SE, Ayo/Ambd Circle, PWD, Ayodhya
6 Oct 2026
24 Sept 2026
1 Oct 2026
24 Sept 2026
1 Oct 2026
24 Sept 2026
25 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | CIVIL WORK-Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil From 0.00 to 1.5m | 366.48 | CUM | 166.85 | ₹61,147.19 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil From 1.5 to 3.0m | 110.6 | CUM | 286.04 | ₹31,636.02 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 333.96 | CUM | 184.24 | ₹61,528.79 |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 49.23 | CUM | 388.31 | ₹19,116.5 |
| 5 | Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. | 37.56 | CUM | 1,467.3 | ₹55,111.79 |
| 6 | Construction of drain along apron.Size 150 X 150mm. | 87.46 | RM | 756.15 | ₹66,132.88 |
| 7 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. | 57.14 | CUM | 4,706.41 | ₹2,68,924.27 |
| 8 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4)Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm. | 549.96 | SQM | 214.21 | ₹1,17,806.93 |
| 9 | 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. All works upto plinth level:
Concrete of M25 grade with minimum cement content of 330 kg /cum R.C.C. work in Beam | 21.57 | CUM | 6,566.83 | ₹1,41,646.52 |
| 10 | R.C.C. work in Column | 8.6 | CUM | 6,566.83 | ₹56,474.74 |
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