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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.4 CrAccepted-AOC PROP AJAY SINGH SIKARWAR VILLEGE POST AMAYAN TAHSIL MEHGAON DISTT BHIND M P 477227 | BHIND | MADHYA PRADESH | 477227 | L1 | Accepted-AOC Qualified | |
| 2 | L2₹40.4 Cr+₹2.0 Cr (5.15%)Rejected-Finance RAMNAGAR COLONY MOHADDIPUR GORAKHPUR U P 273008 | L2 | Rejected-Finance High Amount Quoted | |
| 3 | Not Admitted-Fee/PreQual/Technical MOHALLA PATIYAPADA NEAR FAIZ E AAM JUNIOR HIGH SCHOOL POST CHANDPUR TEHSIL CHANDPUR BIJNOR UTTAR PRADESH 246725 | BIJNOR | UTTAR PRADESH | 246725 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹34.9 Cr
EMD Value
₹1.7 Cr
Closing Date
20 May 2022, 2:30 pmClosed
Excutive Engineer
GDA Office, Taramandal, Gorakhpur.
As per tender documents
2022_GORDA_699157_1
08/GDA/2022-23/12052022
Open Tender
Civil Works
Fixed-rate
720 days
Gorakhpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,600
₹1.7 Cr
29 Jun 2022
12 May 2022
20 May 2022
12 May 2022
20 May 2022
12 May 2022
12 May 2022 - 20 May 2022
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 |
|---|---|---|---|---|---|
| 1EARTHWORK | |||||
| 1.01 | Earth filling including dressing with 10 km cartage all complete (M.R.) | 1,294 | Cum | 209 | ₹2,70,446 |
| 0.00\ | 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 lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil basement area 3000 sqm (DSR 2.6.1) | 10,400 | Cum | 181.8 | ₹18,90,720 |
| 1.03 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. Sand laying below P.C.C., including surface dressing after excavation. (S.I.No-255) | 150 | Cum | 870 | ₹1,30,500 |
| 0.00\ | Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. Complete. (Measurements to be taken of the face area timbered): Depth exceeding 3 m but not exceeding 4.5 m (DSR 2.18.3) | 1,800 | Sqm | 132.65 | ₹2,38,770 |
| 1.05 | Extra rates for quantities of works, executed: In or under water and/or liquid mud, including pumping out water as required (S I 258(a)) @ 20%/kg | 10,400 | Cum | 36.36 | ₹3,78,144 |
| 2CONCRETE WORK | |||||
| 2.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (D.S.R. No-1:4:8) | 640.75 | Cum | 5,598.25 | ₹35,87,078.69 |
| 0.00\ | 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. Concrete of M25 grade with minimum cement content of 330 kg /cum (DSR 5.33.1.1) | 3,432.5 | Cum | 7,077.25 | ₹2,42,92,660.63 |
| 0.99\ | BEAMS From Ground to fourth flr slab (DSR 5.33.2.1) | 4,070.29 | Cum | 8,920.45 | ₹3,63,08,818.43 |
tech_bid_open.pdf
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