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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical All Condition Qualified |
| 2 | Accepted-Technical 208 L MODEL TOWN LUDHIANA | LUDHIANA | LUDHIANA | PUNJAB | Accepted-Technical All Condition Qualified |
Tender Value
Refer Docs
EMD Value
₹7.6 L
Closing Date
28 Mar 2026, 3:00 pmClosed
Superintending Engineer Ayodhya Circle UPAVP Ayodh
Superintending Engineer Ayodhya Circle UPAVP Ayodhya
Construction of External C.C. Drain and Culvert by Infrastructure Fund From Bahraich Bhinga Marg Bhoomi Vikas Evam Grihsthan Yojna towards Disposal Point via Aasam Chauraha District Bahraich.
2026_UPHDB_1122546_1
389/M-10/77 Dt 27-02-2026
Open Tender
Civil Works
Fixed-rate
180 days
Distt.- Bahraich
Please refer Tender documents.
3 documents required · 3 mandatory
₹7,080
OFFICE OF EXEN CD AYODHYA-3 UPAVP GONDA
₹7.6 L
1 Apr 2026
7 Mar 2026
28 Mar 2026
7 Mar 2026
28 Mar 2026
7 Mar 2026
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well 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 kind of soil. 0.00 To 1.50M depth.
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well 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 kind of soil. 1.50 To 3.00M depth.
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well 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 kind of soil. 3.00 To 4.50M depth.
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.
Cartage for the earth as a result of cut being transported to fill the filling required in the road for a distance up to 5.00 Km.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm no
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 M30 grade content of 350 kg /cum.
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 content of 330 kg /cum.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
Making Weep hole by providing and fixing of 75 mm dia pipe 6kg/Sqcm approved quality in RCC wall of drain and providing 40mm brick ballast. including supply of all materials, labour, T&P etc. complete required for proper completion of the work.
Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar.
Making Expansion joint of RCC wall of drain including supply of all materials, labour, T&P etc. complete required for proper completion of the work.
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H-20 Circular shape 560 mm internal diameter a distance of 25.00M C/C.
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform.
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