Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.6 LAccepted-AOC | ₹45.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹45.6 L+₹5,359.62 (0.12%)Rejected-Finance VICHARMURA ETAWAH | ETAWAH | ETAWAH | UTTAR PRADESH | ₹45.6 L+₹5,359.62 (0.12%) | L2 | Rejected-Finance 2 |
| 3 | L3₹47.6 L+₹2.0 L (4.49%)Rejected-Finance UTTAR PRADESH | BALLIA | UTTAR PRADESH | 221701 | ₹47.6 L+₹2.0 L (4.49%) | L3 | Rejected-Finance 3 |
| 4 | L4₹47.6 L+₹2.1 L (4.56%)Rejected-Finance | ₹47.6 L+₹2.1 L (4.56%) | L4 | Rejected-Finance 4 |
Tender Value
₹55 L
EMD Value
₹4.8 L
Closing Date
25 May 2026, 12:00 pmClosed
Superintending Engineer
SE ETAWAH CIRCLE PWD ETAWAH
Beautification and installation work of Pilua Mahavir Temple located in Etawah district
2026_CEKNP_1150226_1
1979/55C-EV/2026 DATE 21-04-2026
Open Tender
Civil Works - Buildings
Lump-sum
120 days
ETAWAH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹4.8 L
Yes
ETAWAH
15 Jul 2026
18 May 2026
25 May 2026
18 May 2026
25 May 2026
18 May 2026
20 May 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 | यात्री शेड
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. 2.8.1 All kinds of soil. | 86.7 | Cum | 188 | ₹16,299.6 |
| - | Excavating, 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 of foundation etc. complete for all lift. | 80.8 | Cum | 500 | ₹40,400 |
| - | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 7.9 | Cum | 4,955 | ₹39,144.5 |
| - | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 71.2 | Cum | 1,545 | ₹1,10,004 |
| - | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 198 | Sqm | 220 | ₹43,560 |
| - | 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 | 22.6 | Cum | 7,175 | ₹1,62,155 |
| - | 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. For slab | 19.3 | Cum | 7,175 | ₹1,38,477.5 |
| - | 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 for Footing | 18 | Cum | 6,900 | ₹1,24,200 |
| - | 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 For Column | 20.5 | Cum | 7,175 | ₹1,47,087.5 |
| - | 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. | - | Qtl | 7,600 | - |
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.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 • 2.92 MB
BOQ_2153628.xls
BOQ • 0.38 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .