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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.8 LAccepted-AOC | ₹2.8 L | 1 | Accepted-AOC awarded |
| 2 | 2₹3.2 LRejected-Finance EE M SH N I EE XIX | ₹3.2 L | 2 | Rejected-Finance nOT QUALIFED |
| Sl No | Description | Qty | Unit | Chauhan Const. Co L1 | M/s Ashok Kumar Rana L2 |
|---|---|---|---|---|---|
| 1.00 | 2.8.1: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 up to 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 | 52.98 | cum | 289 ₹15,310.06 | 390 ₹20,660.64 |
| 1.00 | 15.7.4: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 | 1.19 | cum | 1,689 ₹2,004.84 | 1,800 ₹2,136.60 |
| 1.00 | 15.2.1: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) | 5.68 | cum | 1,997 ₹11,334.97 | 1,997.55 ₹11,338.09 |
| 1.00 | 1.1.1_10:Disposal of materials by mechanical transport including loading ,unloading and stacking
lime ,moorum, building rubbish lead for 10 km | 59.84 | cum | 287 ₹17,174.08 | 287.5 ₹17,204 |
| 1.00 | 6.1.2: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) | 2.37 | cum | 5,930 ₹14,077.82 | 5,930.55 ₹14,079.13 |
| 1.01 | 13.4.2:12 mm cement plaster of mix:1:6 ( 1 cement : 6 coarse sand) | 18.23 | sqm | 330 ₹6,016.56 | 302.45 ₹5,514.27 |
| 1.01 | 13.18:Neat cement punning | 18.23 | sqm | 71 ₹1,294.47 | 71.3 ₹1,299.94 |
| 1.01 | 16.64:Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in- Charge. | 37.84 | sqm | 202 ₹7,643.68 | 202.4 ₹7,658.82 |
| 1.01 | 16.75:Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately).
(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | 4.54 | cum | 9,962 ₹45,237.44 | 9,962.45 ₹45,239.49 |
| 1.01 | 16.76:Deduct for using of M- 20 grade concrete instead of M-25 grade concrete in C.C. pavement . | 4.54 | cum | 230 ₹1,044.43 | 216.2 ₹981.76 |
Tender Value
Refer Docs
EMD Value
₹4,900
Closing Date
28 Mar 2023, 2:00 pmClosed
S.C. Meena EE
D-1, Staff Qtrs. S.D.N Hospital Shahdara Delhi
Repair of Culvert near kardam Dharashala Johripur main road in Ward No.240 Shah. North Zone-Repair of Culvert near kardam Dharashala Johripur main road in Ward No.240 Shah. North Zone
2023_MCD_150194_1
EE M-I/Acctt./TC/2022-23/25
Open Tender
Civil Works
30 days
Repair of Culvert near kardam Dharashala Johripur
Please refer Tender documents.
2 documents required · 2 mandatory
₹569
₹4,900
30 Apr 2026
25 Mar 2023
28 Mar 2023
25 Mar 2023
28 Mar 2023
25 Mar 2023
Amount
2.8.1: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 up to 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
15.7.4: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
15.2.1: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)
1.1.1_10:Disposal of materials by mechanical transport including loading ,unloading and stacking lime ,moorum, building rubbish lead for 10 km
6.1.2: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)
13.4.2:12 mm cement plaster of mix:1:6 ( 1 cement : 6 coarse sand)
13.18:Neat cement punning
16.64:Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in- Charge.
16.75:Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).
16.76:Deduct for using of M- 20 grade concrete instead of M-25 grade concrete in C.C. pavement .
19.19.3.1:Providing and fixing in position Pre-cast R.C.C. manhole cover and frame of required shape and approved quality. H D - 20Circular shape 560 mm internal diameter
5.3:Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, 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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
M/s Ashok Kumar Rana
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