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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-AOC | ₹6.5 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical VILL VINOBA NAGAR PO SADAR P S SADAR HAZARIBAGH JHARKHAND 825301 | HAZARIBAGH | HAZARIBAGH | JHARKHAND | 825301 | - | - | Rejected-Technical Technically Rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Rejected |
| 4 | Rejected-Technical MAHLAPARA BAIKUNTHPUR KORIYA CHHATTISGARH 497335 | BAIKUNTHPUR | KORIYA | CHHATTISGARH | 497335 | - | - | Rejected-Technical Technically Rejected |
| 5 | Rejected-Technical VILL PANDAVPARA POST PATNA BAIKUNTHPUR CHHATTISGARH 497331 | BAIKUNTHPUR | KOREA | CHHATTISGARH | 497331 | - | - | Rejected-Technical Technically Rejected |
| Sl No | Description | Qty | Unit | MANOJ KUMAR JAISWAL L4 | NIRAJ KUMAR SINGH L1 | RAVINANDAN TIWARI L2 | MANOJ KUMAR YADAV L3 | ATUL INFRASTRUCTURE & DEVLOPERS L5 |
|---|---|---|---|---|---|---|---|---|
| 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. | 47.33 | cum | 118.46 ₹5,606.71 | 99.67 ₹4,717.38 Lowest | 114.35 ₹5,412.19 | 116.8 ₹5,528.14 | 146.3 ₹6,924.38 |
| 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 for all lift | 15.62 | cum | 75.65 ₹1,181.65 | 63.65 ₹994.21 Lowest | 73.03 ₹1,140.73 | 74.6 ₹1,165.25 | 93.5 ₹1,460.47 |
| 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) | 4.4 | cum | 3,190.68 ₹14,038.99 | 2,684.55 ₹11,812.02 Lowest | 3,080.16 ₹13,552.7 | 3,145.7 ₹13,841.08 | 3,943 ₹17,349.2 |
| 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) | 0.65 | cum | 4,421.67 ₹2,874.09 | 3,720.28 ₹2,418.18 Lowest | 4,268.52 ₹2,774.54 | 4,359.4 ₹2,833.61 | 5,464 ₹3,551.6 |
| 5.01 | 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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | 14.88 | cum | 4,174.57 ₹62,117.6 | 3,512.37 ₹52,264.07 Lowest | 4,029.98 ₹59,966.1 | 4,115.8 ₹61,243.1 | 5,158.5 ₹76,758.48 |
| 6.01 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.76 | cum | 4,879.9 ₹23,228.32 | 4,105.82 ₹19,543.7 Lowest | 4,710.88 ₹22,423.79 | 4,811.3 ₹22,901.79 | 6,030.5 ₹28,705.18 |
| 7.01 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 13.5 | sqm | 173 ₹2,335.5 | 145.56 ₹1,965.06 Lowest | 167 ₹2,254.5 | 170.6 ₹2,303.1 | 213.5 ₹2,882.25 |
| 8.01 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers | 40 | sqm | 315.8 ₹12,632 | 265.71 ₹10,628.4 Lowest | 304.86 ₹12,194.4 | 311.4 ₹12,456 | 390 ₹15,600 |
| 9.01 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | 143.06 | sqm | 410.9 ₹58,783.35 | 345.72 ₹49,458.7 Lowest | 396.66 ₹56,746.18 | 405 ₹57,939.3 | 508 ₹72,674.48 |
Tender Value
₹12.2 L
EMD Value
₹15,300
Closing Date
22 Sept 2025, 5:00 pmClosed
SO (Civil) SECL Baikunthpur Area
SO (Civil) SECL Baikunthpur Area
Construction of Boundary wall of Filter Plant Katkona sub Area of Baikunthpur Area
2025_SECL_343745_1
SECL /BKP/ DGM(C) / e-T / 47
Open Tender
Civil Works - Others
Item Rate
45 days
Katkona
Please refer Tender documents.
3 documents required · 3 mandatory
₹15,300
5 Dec 2025
11 Sept 2025
24 Sept 2025
12 Sept 2025
22 Sept 2025
12 Sept 2025
11 Sept 2025 - 15 Sept 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, for all lift, 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 for all lift
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)
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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6(1 cement: 6 coarse sand)
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand)
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 Itr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface
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 lime mortar with old mughal bricks
Providing and fixing concertina coil fencing with punched tapeconcertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Springcore (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
Total impact of GST for the purpose of CTC
RAVINANDAN TIWARI (BID ID -1186193)
MANOJ KUMAR YADAV (BID ID -1185850)
MANOJ KUMAR JAISWAL (BID ID -1186126)
ATUL INFRASTRUCTURE & DEVLOPERS (BID ID -1185663)
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