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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance SHAHJAHANPUR | L1 | Admitted-Finance | ||
| 2 | L2₹2.2 Cr+₹16.9 L (8.40%)Admitted-Finance AKHILESH ABHIYANTA PRANTIYA KHAND LONI VIV BARABANKI | BARABANKI | UTTAR PRADESH | 225001 | L2 | Admitted-Finance |
Tender Value
₹2.4 Cr
EMD Value
₹13.9 L
Closing Date
31 Oct 2026, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SE BLY CIRCLE PWD BLY
SE BLY CIRCLE PWD BLY
Construction work of Type-3 06-Residential House in Distt Shahjahanpur Fin Year 2026-27
2026_CEBLY_1199601_1
9345/3Bhawan(E-Tender)-3/26 Dt. 14-10-2026
Open Tender
Civil Works - Buildings
Percentage
365 days
SHAHJAHANPUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,725
₹13.9 L
SE BLY CIRCLE PWD BLY
4 Nov 2026
24 Oct 2026
31 Oct 2026
24 Oct 2026
31 Oct 2026
24 Oct 2026
24 Oct 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 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. In all kind of soil upto 1.5m depth | 447.39 | Cum | 180 | ₹80,529.3 |
| - | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. In all kind of soil upto 1.5m to 3.0m. depth | 37.13 | Cum | 267 | ₹9,913.71 |
| - | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. In all kind of soil upto 3.0m to 4.5m. depth | 4.95 | Cum | 355 | ₹1,757.25 |
| - | 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. | 248.89 | Cum | 135 | ₹33,600.15 |
| - | 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. | 511.57 | Cum | 484 | ₹2,47,599.88 |
| - | 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. | 37.4 | Cum | 1,469 | ₹54,940.6 |
| - | Construction of drain along apron.Size 150 X 150mm. | 177.74 | RM | 765 | ₹1,35,971.1 |
| - | Providing and laying in position ready mixed or site batched design mix cementconcrete for plain 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 and finishing as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level : Concrete of M10 grade with minimum cement content of 220 kg /cum | 79.09 | Cum | 6,111 | ₹4,83,306.77 |
| - | 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. | 687.31 | Sqm | 214 | ₹1,47,084.34 |
| - | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) R.C.C. work in Plinth Band | 89.25 | Cum | 6,444 | ₹5,75,127 |
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