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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.4 CrAdmitted-Finance | -31.00% | ₹3.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.4 Cr+₹4.9 L (1.45%)Admitted-Finance | -30.00% | ₹3.4 Cr+₹4.9 L (1.45%) | L2 | Admitted-Finance |
| 3 | L3₹3.4 Cr+₹5.3 L (1.57%)Admitted-Finance | -29.92% | ₹3.4 Cr+₹5.3 L (1.57%) | L3 | Admitted-Finance |
| 4 | L4₹3.9 Cr+₹53.9 L (16.0%)Admitted-Finance | -19.99% | ₹3.9 Cr+₹53.9 L (16.0%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical dis Qualified as per Evaluvation |
Tender Value
₹4.9 Cr
EMD Value
₹9.8 L
Closing Date
30 Jun 2026, 4:00 pmClosed
EE PW(RnB) Div Sankoo
EE PW(RnB) Div Sankoo
Up - gradation 0f Govt higher secondary school panikhar (under SDP
2026_PWD_18956_2
E-Tender 03 PW(RnB) Div Sankoo 2026-27
Open Tender
Civil Works - Buildings
Percentage
720 days
Panikhar
Please refer Tender documents.
6 documents required · 6 mandatory
₹4,900
EE PW(RnB) Div Sankoo
₹9.8 L
6 Jul 2026
16 Jun 2026
1 Jul 2026
16 Jun 2026
30 Jun 2026
16 Jun 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) over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m,as directed by Engineer-in-charge. | |||||
| 1.01 | All kinds of soil | 1,305.36 | cum | 270.56 | ₹3,53,178.2 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 2,098.82 | cum | 214.44 | ₹4,50,070.96 |
| 3 | Providing,Laying, spreading and compacting stone soling of specified sizes in uniform thickness, hand picking, and compacting excuding cost of stone complete job | 76.99 | cum | 523.15 | ₹40,277.32 |
| 4 | Providing and laying in position specified grade of cement concrete excluding the cost of centering and , shuttering , All work up to plinth level 1:4:8 (1cement: 4 coarse sand : 8 graded stone aggregate Incld. Carriage | 128.79 | cum | 5,570.23 | ₹7,17,389.92 |
| 5 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick
bed of dry brick ballast 40 mm nominal size, well rammed and consolidated andgrouted with fine sand, including necessary excavation, levelling & dressing
& finishing the top smooth. | 113.52 | sqm | 597.16 | ₹67,789.6 |
| 6 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished40 mm thick with 20 mm nominal size stone aggregate | 1,025.17 | sqm | 563.17 | ₹5,77,342.17 |
| 7 | Providing and laying in position machine batched and machine mixed design mixM-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site oflaying but excluding the cost of centering, shuttering, finishing andreinforcement, including admixtures in recommended proportions as per IS: 9103to accelerate, retard setting of concrete, improve workability without impairingstrength and durability as per direction of Engineer-in-charge. (Note :- Cementcontent considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately) All works upto plinth level. | 440.89 | cum | 9,181.01 | ₹40,47,815.5 |
| 8 | Providing and laying in position machine batched and machine mixed design mixM-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site oflaying but excluding the cost of centering, shuttering, finishing andreinforcement, including admixtures in recommended proportions as per IS: 9103to accelerate, retard setting of concrete, improve workability without impairingstrength and durability as per direction of Engineer-in-charge. (Note :- Cementcontent considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately) All works upto plinth level. | 402.94 | cum | 10,493.42 | ₹42,28,218.65 |
| 9centring and shuttering includingstrutting propping etc and removal of form work for | |||||
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BOQ_45481.xls
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