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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-Finance Q NO A 49 10 VINDHYA COLONY PINORA NOWROZABAD MADHYA PRADESH 484555 | UMARIA | MADHYA PRADESH | 484555 | ₹1.7 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹1.7 CrRejected-Finance | ₹1.7 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹1.8 CrRejected-Finance | ₹1.8 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹1.8 CrRejected-Finance N A | ₹1.8 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹1.9 CrRejected-Finance | ₹1.9 Cr | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | B. K. SINGH L7 | M/s ROY CONSTRUCTION CO. L4 | M/S SARAS GOYAL L8 | PANKAJ KUMAR SINGH L5 | M/S SUSHIL KUMAR SHUKLA L6 | Sajjan Kumar Agrawal L10 | VINAY JAISWAL L9 | ASHOK KUMAR AGRAWAL L1 | M/S JAGDAMBA ENGINEERS AND BUILDERS L2 | M/s. DUBEY & COMPANY J.V. L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Item Description/ Heading | |||||||||||||
| 1.01 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 2,429.39 | Cum | 100 ₹2,42,939 | 115 ₹2,79,379.85 | 150 ₹3,64,408.5 | 119 ₹2,89,097.41 | 100 ₹2,42,939 | 145 ₹3,52,261.55 | 134 ₹3,25,538.26 | 150 ₹3,64,408.5 | 220 ₹5,34,465.8 | 112.1 ₹2,72,334.62 |
| 2.01 | 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 m and lift upto 1.5 m. | 2,075.43 | Cum | 50 ₹1,03,771.5 | 71 ₹1,47,355.53 | 60 ₹1,24,525.8 | 74 ₹1,53,581.82 | 70 ₹1,45,280.1 | 90 ₹1,86,788.7 | 84 ₹1,74,336.12 | 75 ₹1,55,657.25 | 160 ₹3,32,068.8 | 69.69 ₹1,44,636.72 |
| 3.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 454.83 | Cum | 4,000 ₹18,19,320 | 3,080 ₹14,00,876.4 | 5,500 ₹25,01,565 | 3,205 ₹14,57,730.15 | 2,700 ₹12,28,041 | 3,874.8 ₹17,62,375.28 | 3,600 ₹16,37,388 | 4,000 ₹18,19,320 | 3,850 ₹17,51,095.5 | 2,995.23 ₹13,62,320.46 |
| 4.01 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1,682.78 | Cum | 5,500 ₹92,55,290 | 4,263 ₹71,73,691.14 | 5,550 ₹93,39,429 | 4,435 ₹74,63,129.3 | 4,600 ₹77,40,788 | 5,362 ₹90,23,066.36 | 4,982 ₹83,83,609.96 | 4,700 ₹79,09,066 | 4,385 ₹73,78,990.3 | 4,144.78 ₹69,74,752.89 |
| 5.01 | Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 12,890.5 | Sqm | 300 ₹38,67,150 | 340 ₹43,82,770 | 265 ₹34,15,982.5 | 353 ₹45,50,346.5 | 400 ₹51,56,200 | 426.4 ₹54,96,509.2 | 396.5 ₹51,11,083.25 | 150 ₹19,33,575 | 200 ₹25,78,100 | 329.59 ₹42,48,579.89 |
| 6.01 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 889.5 | Sqm | 150 ₹1,33,425 | 166 ₹1,47,657 | 210 ₹1,86,795 | 172 ₹1,52,994 | 400 ₹3,55,800 | 208.5 ₹1,85,460.75 | 193 ₹1,71,673.5 | 110 ₹97,845 | 200 ₹1,77,900 | 161.19 ₹1,43,378.51 |
| 7.01 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate | 2,163.25 | Sqm | 280 ₹6,05,710 | 259 ₹5,60,281.75 | 250 ₹5,40,812.5 | 269 ₹5,81,914.25 | 350 ₹7,57,137.5 | 325.5 ₹7,04,130.83 | 302 ₹6,53,301.5 | 310 ₹6,70,607.5 | 450 ₹9,73,462.5 | 251.6 ₹5,44,273.7 |
| 8.01 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 110.48 | Cum | 650 ₹71,812 | 885 ₹97,774.8 | 800 ₹88,384 | 920 ₹1,01,641.6 | 400 ₹44,192 | 1,113.3 ₹1,22,997.25 | 1,034 ₹1,14,236.32 | 500 ₹55,240 | 1,000 ₹1,10,480 | 860.58 ₹95,076.88 |
| 9.01 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar | 1,285.8 | Cum | 400 ₹5,14,320 | 748 ₹9,61,778.4 | 800 ₹10,28,640 | 778 ₹10,00,352.4 | 300 ₹3,85,740 | 941.7 ₹12,10,834.29 | 874 ₹11,23,789.2 | 500 ₹6,42,900 | 500 ₹6,42,900 | 727.93 ₹9,35,972.39 |
Tender Value
₹3.0 Cr
EMD Value
₹3.7 L
Closing Date
28 May 2025, 5:00 pmClosed
SO (Civil) SECL Baikunthpur Area
SO (Civil) SECL Baikunthpur Area
Repair of PCC drains at Katkona Colony of Katkona Sub Area of Baikunthpur Area
2025_SECL_335147_1
SECL /BKP/ DGM(C) / e-T / 13
Open Tender
Civil Works - Others
90 days
Katkona
Please refer Tender documents.
5 documents required · 5 mandatory
₹3.7 L
5 Jan 2026
12 May 2025
30 May 2025
13 May 2025
28 May 2025
13 May 2025
12 May 2025 - 21 May 2025
Amount
Item Description/ Heading
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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
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 m and lift upto 1.5 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
Total impact of GST for the purpose of CTC
M/S JAGDAMBA ENGINEERS AND BUILDERS (BID ID -1156393)
M/s. DUBEY & COMPANY J.V. (BID ID -1156454)
M/s ROY CONSTRUCTION CO. (BID ID -1156367)
PANKAJ KUMAR SINGH (BID ID -1156428)
M/S SUSHIL KUMAR SHUKLA (BID ID -1156509)
B. K. SINGH (BID ID -1153367)
M/S SARAS GOYAL (BID ID -1156389)
VINAY JAISWAL (BID ID -1156546)
Sajjan Kumar Agrawal (BID ID -1156526)
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