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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-AOC 858 SECTOR 23 127021 2021R109 | BHIWANI | HARYANA | 127021 | ₹2.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.6 Cr+₹12.8 L (5.15%)Rejected-AOC | ₹2.6 Cr+₹12.8 L (5.15%) | L2 | Rejected-AOC L2 |
| 3 | L3₹2.6 Cr+₹12.9 L (5.19%)Rejected-AOC | ₹2.6 Cr+₹12.9 L (5.19%) | L3 | Rejected-AOC L3 |
| 4 | L4₹2.7 Cr+₹21.3 L (8.57%)Rejected-AOC 259 JAY RAM NAGAR KHAMBHAPUR ROAD FATEHPUR FATEHPUR UTTAR PRADESH 212601 | FATEHPUR | UTTAR PRADESH | 212601 | ₹2.7 Cr+₹21.3 L (8.57%) | L4 | Rejected-AOC L4 |
Tender Value
Refer Docs
EMD Value
₹5.9 L
Closing Date
3 Dec 2020, 3:00 pmClosed
Xen, Loharu W.S. Division, Loharu
Xen, Loharu W.S. Division, Loharu
Rehabilitation of Talwani Sub Minor from RD 0-21675 and Gosainwala Mr from RD 0-9300
2020_HRY_151661_1
6128-43/16A dated 06.11.2020
Open Tender
Civil Works
Works
180 days
Loharu
Please refer Tender documents.
2 documents required · 2 mandatory
₹15,000
₹5.9 L
Xen LWs Division, Loharu
22 Jan 2021
25 Nov 2020
4 Dec 2020
25 Nov 2020
3 Dec 2020
25 Nov 2020
26 Nov 2020
Amount
Cement concrete of grade M-15 with minimum cement contents 240 Kg/ Cum 75mm thick in curve porition and sideslopes including 10 mm cement sand plaster 1:5 form work without concrete paver concrete thickness of lining as per IS 3873 : 1993 HSR item No. 10.64, 19.1,19.12,19.15a
Cement concrete of grade M-15 with minimum cement contents 240 Kg / Cum 75mm thick in bed, including 10 mm cement plaster 1:5 form work without concrete paver concrete thicknes of lining as per IS 3873 :1993 HSR item No. 10.64, 19.1, 19.12, 19.15b
Cement concrete of grade M-15 with minimum cement contents 240 Kg / Cum complete (HSR 10.64
Supply and laying 100 micron polythene sheet @ 10.71/ Sqm(NS)
1st class brick lining masonry in 1:4 cement sand mortar in foundation and plinth complete as per HSR 11.4
Dismantling of brick masonry laid in cement sand mortar and sorting and stacking of servicable materials in stavks within 100 mtrs distance and disposal of waste material from the site as per direction of Enginner incharge complete as per HSR 8.5 b
Dismantling of cement concrete 1:6:12/1:4:8 and sorting and stacking of serviceable materials in stacks within a distance of 100 mtr and disposal of waste material from the site as per direction of Engineer incharge complete as per HSR 8.6
E/work excavation in foundation and treanches etc in all kind of soils not exceeding 2 mtr including dressing of bottom and sides of trenches complete as per HSR 6.6
Cement concrete 1:4:8 with 20 nominal size of stone aggregate in foundation and plinth including supply of all material complete as per HSR 10.38
Filling expansion joints with special imprevious hot pour 12 mm wide complete as per HSR 19.17
Bending binding and placing of Fe-500 TMT steel bars for RCC work complete as per HSR 18.22
E/work excavation in all kind of soils including breaking of clods and dressing with all leads and lifts upto 60 mtr and all other allowances complete as per approved drawing /design and PWD specifictions
E/ work excavation in all kind of soils including breaking of clods and dessing with all leads and lifts upto 15.0 Mtr and all other allowances complete as per approved drawing /design and PWD specifications as per HSR 6.2b,c, 6.3a
E/work dismantling diversion
1st class brick masonry in cement sand mortar 1:3 in foundation and plinth including supply of all materials as per HSR 11.5
Laying and fixng RCC pipe 300 mm dia for outfits in correct alingment and level complete as per HSR 29.93/28.60
Removing RCC pipe 300 mm dia HSR 8.35
Making centering and shuttering of faces of RCC slab for bridges i/c cost of all materials and T&P articlas required for the work complete in all respect (HSR 9.18b)
Dismantling of RCC 1:2:4 i/c cleaning an straightening and cutting of bars if required,shorting and stacking of all serviceable materials within 100 mtr. Distance complete as per HSR 8.6 e
Restoration of pucca road cut in level in the existing road surface i/cpreparation 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 in top i/c cost of track and seal cost with supply and carriage of all required materials complete in allrespct as per HSR 24.38
Design mix cement concerete of grade M-25 with minimumcement contents 300 Kg per Cum in RCC work complete as per HSR 10.66
Making shuttering of faces of concrete as per approved drawing and design i/c cost of all material and T&P articles required complete in all respect HSR 9.13
CC 1:3:6 with 20 mm nominal size of stone aggregate in foundation and plinth including supply of all materials complete as per HSR 10.40
Providing and fixing distance mark HSR 10.29 iii
Providing and fixing boundary pillars HSR 10.131
Extra allowance for compaction of earth to the specification bring the earth in to suitable optmum moisture contents with the use of water bowers laying the earth in to 25 CM layers and rolling earth with road roller sheep foot rollar and tractor or any other like machinery under suitable mmoisture contents with desired feild density complete as per approved design / drawing as per HSR 6.2 g (1 ii v
Removing of RCC pipe 900mm dia NP 3 HSR 8.35c
Dismantling of pucca road i/c soling wearing coat screening ans sorting and stacking of all servicable materials within 100 mtr disctance complete as per HSR 24.37
Dry brick on edge on paving HSR 14.20
Dismantling of dry masonry HSR 8.5 j
Laying and fixing RCC pipe 9000 mm dia NP 3 for out lets in correct alingment and level complete as per HSR 29.96
Credit for brick masonry
Credit of old RCC pipe 300 mm dia NP2
Credit of steel bars
Credit of tile work
Credit fof RCC pipe 900 mm dia
Ranjeet Singh
PARMIL KUMAR
M/S LAXMI CONSTRUCTION CO.
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