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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.1 LAccepted-AOC FAKODIH KUJJU MANDU RAMGARH JHARKHAND 825314 | RAMGARH | RAMGARH | JHARKHAND | 825314 | ₹2.1 L | L-1 | Accepted-AOC Acceptable |
| 2 | L-2₹2.1 LRejected-Finance KORCHEY PS RAJARAPPA VILL LAWALONG KORCHE RAMGARH JHARKHAND 825101 | RAMGARH | RAMGARH | JHARKHAND | 825101 | ₹2.1 L | L-2 | Rejected-Finance Higher quoted rate |
| 3 | L-3₹2.2 LRejected-Finance AT JHARKHAND 15 NO KEDLA DIST RAMGARH JHARKHAND | RAMGARH | JHARKHAND | 825101 | ₹2.2 L | L-3 | Rejected-Finance Higher quoted rate |
| Sl No | Description | Qty | Unit | M S VIJAY CONTRACTOR SUPPLIER L3 | M/S SANYUKTA ENTERPRISES L2 | M/S JAANVI SHARMA L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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. | 400 | kg | 98.23 ₹39,292 | 97.37 ₹38,948 | 96.44 ₹38,577.60 |
| 2.00 | Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required | 2 | No | 4,332 ₹8,664 | 4,293 ₹8,586 | 4,253.71 ₹8,507.42 |
| 3.00 | Painting of Gates | 1 | job | 7,646 ₹7,646 | 7,576 ₹7,576 | 7,507.08 ₹7,507.08 |
| 4.00 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre open able length ( total length 90 m), having 50 nos rounds per 6 metre length, up to 3 m height of wall with existing angle iron 'Y shaped placed 24m or 3 00 m apart and with 9 horizontal R.B.T.reinforced barbed wire, stud tied with Gl. staples and Gl. clips to retain horizontal l, including necessary bolts or GI. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R. B. T)/Spring core (2 Smm thick) wire of high tensile strength of 165 kg/ sq.mm withtape (0 52 mm thik) and weight 43 478 gm/ metre (cost of M.S. angle, C.C.biocks | 270 | Mtr | 280 ₹75,600 | 277 ₹74,790 | 275.38 ₹74,352.17 |
| 5.00 | 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, with in a lead of 50 m.11x0.5x0 5=1 1m3 | 2.75 | Cum | 243 ₹668.25 | 241 ₹662.75 | 238.92 ₹657.02 |
| 6.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete ,foundation =1lx.5x.05 =.275 m3 in middle plinth= 3x 2x 0.7 =4.2m3 =>2.75+4.,2=4,475 m3 | 4.47 | Cum | 1,883 ₹8,426.42 | 1,866 ₹8,350.35 | 1,849.45 ₹8,276.27 |
| 7.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth 7level 124 (1 Cement 2 coarse sand (zone-l) : 4 graded stone aggregate 40 mm nominal size) in foundation = 11x.5x 0.75 =0412 top of well =3 x2 5x0 75=0 562 tot= 974 or 1m3 | 1 | Cum | 6,442 ₹6,442 | 6,384 ₹6,384 | 6,325.65 ₹6,325.65 |
| 8.00 | Brick work with common burnt clay F PS (non modular) bricks of class designation 7 5 in foundation and plinth in Cement mortar 1:6 (1 cement 6 coarse sand) foundation 11x0.38x0.6 =2508 top of well 11x0 23x 6= 1 518 totm4 026 | 4.03 | Cum | 5,938 ₹23,906.39 | 5,884.8 ₹23,692.20 | 5,830.81 ₹23,474.85 |
| 9.00 | 12 mm cement plaster finished with a floating coat of neat cement of mix 1372 14 (1 cement 4 fine sand) 11 x0.7= 7.7 mn2 | 7.7 | Sqm | 316 ₹2,433.20 | 313.71 ₹2,415.57 | 310.83 ₹2,393.43 |
| 10.00 | 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 :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stoneaggregate 20 mm nominal size) 3x 2.5 x 0.10 = 1.125m3 | 0.75 | Cum | 7,444 ₹5,583 | 7,376.49 ₹5,532.37 | 7,308.82 ₹5,481.62 |
Tender Value
₹2.0 L
EMD Value
₹2,500
Closing Date
20 Oct 2023, 11:00 amClosed
PE EnM
KOCP
Re-fabrication and repairing of 01 no. gate and boundary top fencing with barbed wire of Main sub-station KOCP under Hazaribagh Area
2023_CCL_290580_1
PO/KOCP/EnM/Tender/23-24/01
Open Tender
Electrical and Maintenance Works
15 days
KOCP
AS PER NIT
2 documents required · 2 mandatory
₹2,500
6 Feb 2026
9 Oct 2023
21 Oct 2023
10 Oct 2023
20 Oct 2023
10 Oct 2023
10 Oct 2023 - 14 Oct 2023
Amount
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.
Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required
Painting of Gates
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre open able length ( total length 90 m), having 50 nos rounds per 6 metre length, up to 3 m height of wall with existing angle iron 'Y shaped placed 24m or 3 00 m apart and with 9 horizontal R.B.T.reinforced barbed wire, stud tied with Gl. staples and Gl. clips to retain horizontal l, including necessary bolts or GI. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R. B. T)/Spring core (2 Smm thick) wire of high tensile strength of 165 kg/ sq.mm withtape (0 52 mm thik) and weight 43 478 gm/ metre (cost of M.S. angle, C.C.biocks
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, with in a lead of 50 m.11x0.5x0 5=1 1m3
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete ,foundation =1lx.5x.05 =.275 m3 in middle plinth= 3x 2x 0.7 =4.2m3 =>2.75+4.,2=4,475 m3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth 7level 124 (1 Cement 2 coarse sand (zone-l) : 4 graded stone aggregate 40 mm nominal size) in foundation = 11x.5x 0.75 =0412 top of well =3 x2 5x0 75=0 562 tot= 974 or 1m3
Brick work with common burnt clay F PS (non modular) bricks of class designation 7 5 in foundation and plinth in Cement mortar 1:6 (1 cement 6 coarse sand) foundation 11x0.38x0.6 =2508 top of well 11x0 23x 6= 1 518 totm4 026
12 mm cement plaster finished with a floating coat of neat cement of mix 1372 14 (1 cement 4 fine sand) 11 x0.7= 7.7 mn2
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 :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stoneaggregate 20 mm nominal size) 3x 2.5 x 0.10 = 1.125m3
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.=7 x 65 = 48.75
Total impact of GST for the purpose of CTC
M/S SANYUKTA ENTERPRISES
M S VIJAY CONTRACTOR SUPPLIER
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