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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 CrAccepted-AOC HOUSE NO 399 NEAR UNION BANK BARWALA 125121 | HISAR | HARYANA | 125121 | ₹10.7 Cr | L1 | Accepted-AOC OK |
| 2 | L2₹10.8 CrRejected-Finance 0 BARWALA HISAR HARYANA | HISAR | HARYANA | 125001 | ₹10.8 Cr | L2 | Rejected-Finance OK |
| 3 | L3₹11.1 CrRejected-Finance SIRSA | ₹11.1 Cr | L3 | Rejected-Finance OK |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹20.9 L
Closing Date
3 Feb 2021, 5:00 pmClosed
Executive Engineer
Executive Engineer, Construction Division No. 6, Hisar
Rem. of Balsamand Sub Branch from Rd 69840 to 97680
2021_HRY_156355_2
Balsamand 69840 to 97680
Open Tender
Civil Works
365 days
Executive Engineer, Construction Division No. 6, H
Please refer Tender documents.
3 documents required · 3 mandatory
₹20,000
Yes
₹20.9 L
Yes
Executive Engineer, Construction Division No. 6, H
16 Mar 2021
14 Jan 2021
4 Feb 2021
14 Jan 2021
3 Feb 2021
14 Jan 2021
19 Jan 2021
Amount
Designmix cement concrete of grade M-15 lining with minimum cement contents 240kg/Cum, 75 mm thick in Bed, including dressing, 10 mm cement sand plaster 1:5, with concrete paver. Concrte thickness of lining as per IS 3873: 1993 HSR item No. 10.64, 19.1, 15.6, & MORT & H.
Designmix cement concrete of grade M-15 lining with minimum cement contents 240kg/Cum, 75 mm thick on side slope & curve portion including dressing, 10 mm cement sand plaster 1:5, with concrete paver. Concrte thickness of lining as per IS 3873: 1993 HSR item No. 10.64, 19.2, 15.6 & MORT & H.
Design Mix cement concrete of grade M-15 with minimum cement contents 240 kg/cum as per HSR item No.10.64 @ 665+450%, A&C Slip No. 32 issued on 11/11/19
Ist class brick masonry in 1:4 cement sand mortar in foundation and plinth complete as per HSR-11.4 @424.60+650%, A&C Slip No. 26 issued on 25/10/19
Dismantling of brick/tile masonry laid in cement sand mortar and sorting & stacking of serviceable materials in stacks with in 100 mtrs distance and disposal of waste material from the site as per direction of Engineer Incharge compete as per HSR 8.5 b @ 35.60+550%
Dismantling of cement concrete 1:6:12/1:4:8 and sorting &stacking of serviceable materials in stacks with in a distance of 100 mts and disposal of waste material from the site as per direction of Engineer Incharge complete as per HSR 8.6 a @ 22.15+550%
E/work excavation in foundation and trenches etc in all kind of soils, not exceeding 2 mtr depth, inclding dressing of bottom and sides of trenches, ,complete as per HSR 6.6 @ 1108.10+425%
Cement concrete 1:2:4 with 20 mm nominal size of stone aggregate in foundation and plinth,.complete as per HSR 10.41 @ 615.60+450%
Cement concrete 1:3:6 with 20 mm nominal size of stone aggregate in foundation and plinth,.complete as per HSR 10.40 @ 516.90+450%
Filling expansion joints with special imprevious hot pour 12 mm wide complete as per HSR-19.17 @ 0.35+450%
Steel reinforcement TMT bars Fe-500 EQR/Fe500D for RCC work complete as per HSR-18.22 @ 927.05+500% i/c note A& C Slip No. 29 issued on 25/10/19
E/work excavation in all kind of soils including breaking of clods and dressing with all leads and lifts up to 495 mtrs and all other allowances complete as per approved drawing/design and P.W.D.specifications @(586.60+45.90+15x6+32x13.25+26x12)+425% (HSR 6.2 (b),6.2 (c i,ii,iii) 6.3(i)
Extra allowance for compaction of earth to the specification bring the earth in to suitable optimum moisture contents with the use of water bowers, laying the earth in to 25 CM layers and rolling earth with road roller/sheep foot roller and tractor or any other like machinery under suitable moisture contents with desired field density complete as per approved design/drawing as per HSR 6.2g(1 iii v) @ (68.10-45.90+32.50)+425%+225+135%
E/work excavation in all kind of soils including breaking of clods and dressing with all leads and lifts up to 30meter and all other allowances complete as per approved drawing/design and P.W.D.specifications as per HSR 6.2b, c (i), 6.3 (i) @ (586.60+45.90+2x22.65)+425%
1st class brick masonry in cement sand mortar 1:3 in foundation and plinth, including supply of all materis as per HSR11.5 @ 461.40+650%. A& C Slip No. 26 dt, 25/10/19
Providing lowering , laying in trenches sligning fixing in position and jointing Ductile pipes 300 mm dia DI pipe in all respect as per HSR 28.61 @ 3316.50 per meter
Supply & fixing of RS Joists 7.5"x24" independently with out cutting and connecting with plates complete as per HSR-18.1 (a) @ 1011.45+500%
Removing 450 mm dia RCC pipe NP-2 HSR 8.35) (b) @ 8.30+550%
Supply of wooden sleepers (NS)
Making Centering and shuttering of faces of RCC slab for bridges i/c cost of all materials and T & P articles required for the work complete as per HSR 9.18 (a) @ 40.80+400%
Dismantling of RCC.1:2:4 i/c cleaning and straightening and cutting of bars if required, sorting and stacking of all serviceable materials with in 100 mtr distance.complete as per HSR 8.6 e @ 108.05+550%
Dismantling of pucca road i/c soling, wearing coat, screening and sorting & stacking of all serviceable materials with in 100 mtr distance complete as per HSR 24.37 @ 296.70+370%
Restoration of pucca road cut in level in the existing road surfece i/c preparation of sub grade, laying and relaying of soling, laying and consolidation of wearing coat to water bound macadam specifications , laying 20 mm thick premix carpat on top i/c cost of track and seal cost with supply and carriage of all required materials complete in all respect as per HSR 24.38 @ 5247+350% i/c note
Design mix cement concrete of grade M-25 with minimium cement conents 330 Kg per cum in in RCC work complete as per HSR-10.66 @791.0+450%. A& C Slip No. 30 issued on 25/10/19
Making shuttering of faces of concrete as per approved drawing and design i/c cost of all materials and T & P articles required complete in all respect. (HSR 9.13) @ 30.65+400%
Centering & Shuttering for walls partitians, retaining walls etc (HSR 9.5) @ 54.85+400%
Dry brick on edge paving sand grouted over 50 mm thick earth complete as per HSR-14.20 @38.70+600%
Dismantling of dry brick work and sorting & stacking of serviceable materials in stacks with in 100 mtrs distance and disposal of waste material from the site as per direction of Engineer Incharge as per HSR 8.5 (i) @7.65+550%
Dismantling cement concrte 1:2:4 @ 71.85+550% (HSR 8.6d)
Providing Gates and gearing arrangements
Dismantling of PCC block lining @ 35.60+550% (HSR 8.5b)
Cement concrete 1:4:8 with 20 mm nominal size of stone aggregate in foundation and plinth,.complete as per HSR 10.38 @ 420.0+450%
Providing lowering , laying in trenches sligning fixing in position and jointing Ductile pipes 450 mm dia RCC NP-3 pipe in all respect as per HSR 29.96 @ 1685 per meter
Extra for brick work in F O Walls (HSR 11.45 b) @ 7.70+650%. A&C Slip No. 26 dt. 25/10/2019
Supply of APM Blocks for Out-Lets ( NS)
Pre-cast cement concrete 1:2:4 for RCC work with nominal size 20 mm stone aggregate i/c form work complete as per HSR 10.77) @942.50+450%
Credit for Material available from dismantling Old Brick masonry
Old 450 dia RCC pipe NP-2, (20% of Supply rate)
Old Steel Bars
Old Tiles masonry
Old wooden sleepers
Old RS Joists. (suppl rate - 10%)
meharchand
M/s Shivji Singla and Sons
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