Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.4 CrAccepted-Finance BARABANKI | UTTAR PRADESH | 225001 | ₹16.4 Cr | L1 | Accepted-Finance QUATED LOWEST RATE |
| 2 | L2₹16.9 CrRejected-Finance D 39 DIVYA NAGAR GORAKHPUR | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | ₹16.9 Cr | L2 | Rejected-Finance QUATED HIGHER RATE |
| 3 | L3₹17.5 CrRejected-Finance | ₹17.5 Cr | L3 | Rejected-Finance QUATED HIGHER RATE |
| 4 | L4₹17.5 CrRejected-Finance A 760 SUSHANT LOK PHASE 1 GURGAON 122002 HARYANA INDIA | ₹17.5 Cr | L4 | Rejected-Finance QUATED HIGHER RATE |
| 5 | L5₹18.3 CrRejected-Finance 276 89 19 MYOUR ROAD PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | ₹18.3 Cr | L5 | Rejected-Finance QUATED HIGHER RATE |
Tender Value
₹19.7 Cr
EMD Value
₹39.4 L
Closing Date
23 Apr 2026, 12:00 pmClosed
SE PMGSY Circle PWD Prayagraj
Office of the SE PMGSY Circle PWD Prayagraj
New Construction work of Chief Minister Model Composite School Pre Primary to Class 12 in Vikas Khand Teliyani, Gram Panchayat Jakhni District Fatehpur With Electric Work
2026_CEPMP_1130244_1
440/Nivida(Bhavan)-PMGSY Circle-Pry/26 dt 13.03.2026
Open Tender
Civil Works - Buildings
455 days
Fatehpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
Yes
₹39.4 L
Yes
Office of the SE PMGSY Circle PWD Prayagraj
27 May 2026
25 Mar 2026
23 Apr 2026
25 Mar 2026
23 Apr 2026
25 Mar 2026
13 Apr 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 |
|---|---|---|---|---|---|
| 1Earth 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. All kinds of soil. | |||||
| 2Earth 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. All kinds of soil. From 1.50 mt to 3.00 mt. As per DSR No. 2.8.1+2.26.1 | |||||
| 3Earth 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. All kinds of soil. From 3.00 mt to 4.50 mt. As per DSR No. 2.8.1+2.26.1*2 | |||||
| 4Earth 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. In all kind of soil upto 1.5m depth. All kinds of soil. As per DSR No.2.6.1 | |||||
| 5Earth 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 kinds of soil.In all kind of soil upto 1.5m to 3.0m. depth. As per DSR No.2.6.1+2.26.1 | |||||
| 6Earth 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. In all kind of soil upto 3.0m to 4.5m. depth. All kinds of soil. As per DSR No. 2.6.1 + 2 x 2.26.1 | |||||
| 7Earth 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. In all kind of soil upto 4.5 m to 6.0m. depth. depth. All kinds of soil. As per DSR No. 2.6.1 + 3 x 2.26.1 | |||||
| 8Excavating, supplying, stacking 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 foundation trenches, plinth, sides offoundation etc. complete for all lift. | |||||
| 9Prepration and consolidation of sub grade with power road roller of 8 to12 tonne capacity after excavating earth to an average of 22.5 cm depth , dressing to camber and consolidating with road roller including making good undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 meters. As per DSR No.16.1 | |||||
| 10Providing 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. 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 minimum specified cementcontent, the contractor shall have discretion to either re-design the All works upto plinth level :mix or bear the cost of extra cement. Concrete of M10 grade with minimum cement content of 220 kg /cum | |||||
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.60 MB
CBD-PDF.pdf
Tender Documents • 2.83 MB
BOQ_2108503.xls
BOQ • 0.94 MB
Download all tender documents and submit your bid