Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.0 CrAccepted-AOC | ₹15.0 Cr | 1 | Accepted-AOC Work Start |
| 2 | 2₹15.6 Cr+₹62.5 L (4.17%)Rejected-Finance UTTAR PRADESH | SAMBHAL | UTTAR PRADESH | 242021 | ₹15.6 Cr+₹62.5 L (4.17%) | 2 | Rejected-Finance Hire rate |
| 3 | 3₹16.7 Cr+₹1.7 Cr (11.1%)Rejected-Finance 534 ASHIRVAD MAL GODAM ROAD SULTANPUR 228001 | SULTANPUR | SULTANPUR | UTTAR PRADESH | 228001 | ₹16.7 Cr+₹1.7 Cr (11.1%) | 3 | Rejected-Finance Hire rate |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Non-Responsive |
| Sl No | Description | Qty | Unit | M/S S.KUMAR ENTERPRISES L1 | SANTOSH KUMAR SINGH L2 | ANGELIC INFRACON PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|
| 1.00 | CIVIL WORK : (Main Building Type-IV)
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell 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 2.6.1 | 489.44 | CUM | 11.55 ₹5,653.03 Lowest | 117 ₹57,264.48 | 123.94 ₹60,661.19 |
| 2.00 | Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete. 2.25,a all blocks | 676.89 | CUM | 420 ₹2,84,293.58 Lowest | 460 ₹3,11,369.16 | 489.12 ₹3,31,080.18 |
| 3.00 | Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand.2.27 all blocks | 277.35 | CUM | 1,334.62 ₹3,70,156.86 Lowest | 1,394 ₹3,86,625.9 | 1,482.91 ₹4,11,285.09 |
| 4.00 | Construction of drain along apron.Size 150 X 150mm. AR-I | 137.35 | RM | 695.33 ₹95,503.58 Lowest | 726 ₹99,716.1 | 772.58 ₹1,06,113.86 |
| 5.00 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 4.1.8 all blocks | 296.42 | CUM | 4,000 ₹11,85,677.2 Lowest | 4,471 ₹13,25,290.69 | 4,756.48 ₹14,09,912.47 |
| 6.00 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground
floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm
(4) Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm. 2.35.3 all blocks | 4,007.88 | SQM | 194.84 ₹7,80,899.01 Lowest | 204 ₹8,17,607.16 | 216.49 ₹8,67,665.56 |
| 7.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) R.C.C. work in Plinth Band
Ground floor 5.1.2 | 28.89 | CUM | 5,684.57 ₹1,64,227.23 Lowest | 5,937 ₹1,71,519.93 | 6,316.19 ₹1,82,474.73 |
| 8.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). R.C.C. work in Lintel 5.3 | 2.72 | CUM | 7,000 ₹19,040 Lowest | 7,552 ₹20,541.44 | 8,033.72 ₹21,851.72 |
| 9.00 | First floor 5.3 | 2.89 | CUM | 7,000 ₹20,230 Lowest | 7,552 ₹21,825.28 | 8,033.72 ₹23,217.45 |
| 10.00 | As in item no. 7 above but for slabs (Using 1:1.5:3 Mix concrete). [1 cement :1.5 coarse sand :3 stone aggregate] M-20
Ground floor 5.3 | 66.63 | CUM | 7,100 ₹4,73,073 Lowest | 7,552 ₹5,03,189.76 | 8,033.72 ₹5,35,286.76 |
Tender Value
₹16.7 Cr
EMD Value
₹26.7 L
Closing Date
12 Jun 2026, 12:30 pmClosed
SE PMGSY Circle PWD Varanasi
SE PMGSY Circle PWD Varanasi
Construction of Residetional Building for Govt officer and Empolye Type 1 2 3 and 4 village keshawpur sarpataha Tehsil Gyanpur Distt Bhadohi
2026_CEPMP_1156920_1
618/35Building-PMGSY Dt 16.05.2026
Open Tender
Civil Works - Buildings
Item Wise
Bhadohi
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
Yes
₹26.7 L
Yes
Varanasi
16 Sept 2026
4 Jun 2026
12 Jun 2026
4 Jun 2026
12 Jun 2026
4 Jun 2026
6 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | CIVIL WORK : (Main Building Type-IV)
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell 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 2.6.1 | 489.44 | CUM | 1 | ₹489.44 |
| 2 | Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete. 2.25,a all blocks | 676.89 | CUM | 1 | ₹676.89 |
| 3 | Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand.2.27 all blocks | 277.35 | CUM | 1 | ₹277.35 |
| 4 | Construction of drain along apron.Size 150 X 150mm. AR-I | 137.35 | RM | 1 | ₹137.35 |
| 5 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 4.1.8 all blocks | 296.42 | CUM | 1 | ₹296.42 |
| 6 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground
floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm
(4) Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm. 2.35.3 all blocks | 4,007.88 | SQM | 1 | ₹4,007.88 |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) R.C.C. work in Plinth Band
Ground floor 5.1.2 | 28.89 | CUM | 1 | ₹28.89 |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). R.C.C. work in Lintel 5.3 | 2.72 | CUM | 1 | ₹2.72 |
| 9 | First floor 5.3 | 2.89 | CUM | 1 | ₹2.89 |
| 10 | As in item no. 7 above but for slabs (Using 1:1.5:3 Mix concrete). [1 cement :1.5 coarse sand :3 stone aggregate] M-20
Ground floor 5.3 | 66.63 | CUM | 1 | ₹66.63 |
stage.html
html • 0.05 MB
tech_bid_open.pdf
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 • 2.82 MB
CBDT1234.pdf
Tender Documents • 3.51 MB
BOQ_2167813.xls
BOQ • 0.75 MB
REVNIT.pdf
PDF • 1.11 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 .