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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.6 CrAccepted-Finance A 20 HIG DUPLEX SANJAY NAGAR SECTOR 23 GHAZIABAD UTTAR PRADESH 201 002 | ₹13.6 Cr | L1 | Accepted-Finance 1Th Lowest |
| 2 | L2₹15.0 Cr+₹1.4 Cr (10.7%)Rejected-Finance | ₹15.0 Cr+₹1.4 Cr (10.7%) | L2 | Rejected-Finance 2nd Lowest |
| 3 | L3₹15.3 Cr+₹1.8 Cr (13.1%)Rejected-Finance | ₹15.3 Cr+₹1.8 Cr (13.1%) | L3 | Rejected-Finance 3rd Lowest |
| 4 | L4₹15.8 Cr+₹2.2 Cr (16.6%)Rejected-Finance 00 MEERANPUR SADARALI FAREEDPUR KALAN TANDA AMBEDKAR NAGAR UTTAR PRADESH 224145 | AMBEDKAR NAGAR | UTTAR PRADESH | 224145 | ₹15.8 Cr+₹2.2 Cr (16.6%) | L4 | Rejected-Finance 4Th Lowest |
| 5 | L5₹16.2 Cr+₹2.7 Cr (19.8%)Rejected-Finance 5 203A VINEET KHAND GOMTI NAGAR LUCKNOW UTTAR PRADESH 226 010 | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226010 | ₹16.2 Cr+₹2.7 Cr (19.8%) | L5 | Rejected-Finance 5Th Lowest |
| Sl No | Description | Qty | Unit | AGARWAL COMPANY L6 | G.S. EXPRESS PVT. LTD. L5 | LICEON ENGINEERS LLP L2 | BCC DEVELOPERS & PROMOTERS PVT LTD L3 | BHARAT CONSTRUCTION L4 | BABA CONSTRUCTION PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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-incharge. All kinds of soil (DSR No. 2.6.1) | 3,715 | Cum | 140 ₹5,20,100 | 86.64 ₹3,21,867.6 Lowest | 116 ₹4,30,940 | 120 ₹4,45,800 | 131 ₹4,86,665 | 137.19 ₹5,09,660.85 |
| 2.00 | 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. (DSR No. 2.25) | 1,107 | Cum | 152 ₹1,68,264 | 77.01 ₹85,250.07 Lowest | 128 ₹1,41,696 | 132 ₹1,46,124 | 131 ₹1,45,017 | 151.49 ₹1,67,699.43 |
| 3.00 | 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 offoundation etc. complete for all lift. (DSR No. 2.25A) | 35 | Cum | 295 ₹10,325 | 529.44 ₹18,530.4 | 290 ₹10,150 | 257 ₹8,995 Lowest | 530 ₹18,550 | 294.5 ₹10,307.5 |
| 4.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR No. 2.27) | 62 | Cum | 1,640 ₹1,01,680 | 1,347.67 ₹83,555.54 Lowest | 1,600 ₹99,200 | 1,432 ₹88,784 | 1,607 ₹99,634 | 1,641.49 ₹1,01,772.38 |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -
All work up to plinth level : 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) (DSR No. 4.1.8) | 217 | Cum | 5,266 ₹11,42,722 | 5,005.64 ₹10,86,223.88 | 4,442 ₹9,63,914 | 4,594 ₹9,96,898 | 5,157 ₹11,19,069 | 4,400 ₹9,54,800 Lowest |
| 6.00 | 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. All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum (DSR 5.33.1.1) | 326 | Cum | 7,345 ₹23,94,470 | 6,690.23 ₹21,81,014.98 | 6,198 ₹20,20,548 Lowest | 6,410 ₹20,89,660 | 7,600 ₹24,77,600 | 6,300 ₹20,53,800 |
| 7.00 | All works upto plinth level. Concrete of M30 grade with minimum cement content of 350 kg /cum (DSR 5.33.1.2) | 512 | Cum | 7,465 ₹38,22,080 | 6,690.23 ₹34,25,397.76 | 6,297 ₹32,24,064 Lowest | 6,512 ₹33,34,144 | 7,600 ₹38,91,200 | 6,400 ₹32,76,800 |
| 8.00 | 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. All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum (DSR 5.33.2.1) | 73 | Cum | 7,620 ₹5,56,260 | 6,545.84 ₹4,77,846.32 | 6,430 ₹4,69,390 Lowest | 6,650 ₹4,85,450 | 7,800 ₹5,69,400 | 6,600 ₹4,81,800 |
| 9.00 | All works above plinth level upto floor V level. Concrete of M30 grade with minimum cement content of 350 kg /cum (DSR 5.33.2.2) | 1,461 | Cum | 7,738 ₹1,13,05,218 | 6,545.84 ₹95,63,472.24 | 6,529 ₹95,38,869 Lowest | 6,752 ₹98,64,672 | 7,700 ₹1,12,49,700 | 6,700 ₹97,88,700 |
| 10.00 | Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. (DSR 5.38) | 905 | Cum | 275 ₹2,48,875 | 240.66 ₹2,17,797.3 | 232 ₹2,09,960 Lowest | 240 ₹2,17,200 | 1,100 ₹9,95,500 | 274.89 ₹2,48,775.45 |
Tender Value
₹17.5 Cr
EMD Value
₹27.5 L
Closing Date
27 Jun 2026, 12:00 pmClosed
SE PMGSY CIRCLE PWD LUCKNOW
96 MG ROAD SE PMGSY CIRCLE PWD LUCKNOW
Construction of barrack G12 with a capacity of 200 persons for Yuva Kalyan - Prantiya Rakshak Dal in village-parwar west tehsil-sarojini Nagar in Lucknow district
2026_CEPLK_1162544_1
3137/Nivida JE(T) PMGSY Cir LKO/26 Date 16-06-2026
Open Tender
Civil Works - Buildings
Item Rate
540 days
LUCKNOW
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
Yes
₹27.5 L
SE PMGSY CIRCLE PWD LUCKNOW
8 Jul 2026
22 Jun 2026
27 Jun 2026
22 Jun 2026
27 Jun 2026
22 Jun 2026
24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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-incharge. All kinds of soil (DSR No. 2.6.1) | 3,715 | Cum | 100 | ₹3,71,500 |
| 2 | 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. (DSR No. 2.25) | 1,107 | Cum | 100 | ₹1,10,700 |
| 3 | 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 offoundation etc. complete for all lift. (DSR No. 2.25A) | 35 | Cum | 100 | ₹3,500 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR No. 2.27) | 62 | Cum | 100 | ₹6,200 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -
All work up to plinth level : 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) (DSR No. 4.1.8) | 217 | Cum | 100 | ₹21,700 |
| 6 | 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. Concrete of M25 grade with minimum cement content of 330 kg /cum (DSR 5.33.1.1) | 326 | Cum | 100 | ₹32,600 |
| 7 | All works upto plinth level. Concrete of M30 grade with minimum cement content of 350 kg /cum (DSR 5.33.1.2) | 512 | Cum | 100 | ₹51,200 |
| 8 | 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 above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum (DSR 5.33.2.1) | 73 | Cum | 100 | ₹7,300 |
| 9 | All works above plinth level upto floor V level. Concrete of M30 grade with minimum cement content of 350 kg /cum (DSR 5.33.2.2) | 1,461 | Cum | 100 | ₹1,46,100 |
| 10 | Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof. (DSR 5.38) | 905 | Cum | 100 | ₹90,500 |
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