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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 CrAccepted-AOC 0 BARWALA HISAR HARYANA | HISAR | HARYANA | 125001 | ₹9.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹9.2 Cr+₹9.9 L (1.08%)Rejected-AOC 218 26 CHAKRIYA PURI SONIPAT ROAD ROHTAK 124001 | ROHTAK | ROHTAK | HARYANA | 124001 | ₹9.2 Cr+₹9.9 L (1.08%) | L2 | Rejected-AOC L2 |
| 3 | L3₹9.2 Cr+₹13.2 L (1.45%)Rejected-AOC 858 SECTOR 23 127021 2021R109 | BHIWANI | HARYANA | 127021 | ₹9.2 Cr+₹13.2 L (1.45%) | L3 | Rejected-AOC L3 |
| 4 | L4₹9.7 Cr+₹55.6 L (6.11%)Rejected-AOC | ₹9.7 Cr+₹55.6 L (6.11%) | L4 | Rejected-AOC L4 |
| 5 | L5₹10.0 Cr+₹86.6 L (9.52%)Rejected-AOC HOUSE NO 399 NEAR UNION BANK BARWALA 125121 | HISAR | HARYANA | 125121 | ₹10.0 Cr+₹86.6 L (9.52%) | L5 | Rejected-AOC L5 |
Tender Value
₹9.5 Cr
EMD Value
₹18.9 L
Closing Date
3 Oct 2020, 5:00 pmClosed
Xen, Loharu W.S. Division, Loharu
Xen, Loharu W.S. Division, Loharu
Rehabilitation of Mithy Disty. from RD 0-63000
2020_HRY_145636_6
4521-39/16 Dated 12.09.2020
Open Tender
Civil Works
Works
365 days
Loharu
Please refer Tender documents.
2 documents required · 2 mandatory
₹20,000
Yes
Xen, Loharu W.S. Division, Loharu
₹18.9 L
Yes
Xen, Loharu W.S. Division, Loharu
18 Jan 2021
24 Sept 2020
5 Oct 2020
24 Sept 2020
3 Oct 2020
24 Sept 2020
25 Sept 2020
Amount
Cement concrete of grade M-15 with minimum cement contents 240 Kg Cum,75 mm thick in curve portion and side slopes 10mm cement plaster 1:5 form work, with out 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,75 mm thick in bed, including 10mm cement plaster 1:5 form work, with out 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 complete HSR 10.64
Laying 100 micron polythene sheet @ 10.71/ Sqm (NS)
1st class brick masonary in 1:4 cement sand mortar in foundation and plinth complete as per HSR-11.4
Dismantlling of brick masonary laid in cement sand mortar and sorting and stacking of serviceable materials in stacks with in 100 mtr. Distance and dsposal of waster material from the site as per direction of engineer incharge complete as per HSR 8.5b
Dismentelling of cement concrete 1:6.:12/1:4:8 and sorting and stacking of serviceable materials in stacks with in a distance of 100 mtrs and disposal of waste material from the site as per direction of Engineer incharge complete as per HSR 8.6 A
E/W excavtion in foundation and trenches etc in all kind of soils nto exceeding 2 mtr depth including dressing of bottom and sides of trenches complete as per HSR 6.6
Cement concrete 1:4:8 with 20 mm nominal sixe of brick ballasr in foundation and plinth complete as per HSR 10.38
Filling expansion joints with special imprevious hot pur 12mm wide complete as per HSR 19.17
Bending binding and placing of Fe-500 TMP 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 and all other allowances complete as per approved drawing design and PWD specification
Extra allowances for compaction of earth to the specification bring the earth into suitable optimum mosture contents with the use of water bowers, alying the earth in to 25 CM layers and roiling 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 6.2 g
E/work excavation in all kind of soils including breaking of clods and drssingg with all leads and lifts and all other allowances complete as per approved drawing design and PWD specifiction as per HSR 6.2b,c,6.3a
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 fixing RCC pipe NP-2 300mm dia for outlet in correct alingment and level complete as per HSR 29.93, 28.60
Removing RCC pipe 300 mm dia HSR 8.35
Making shuttering of faces of concrete foundation etc i/c cost all material and T&P articles required for the work complete as per HSR 9.18
Dismantlling of brick masonary laid in cement sand mortar and sorting and stacking of serviceable materials in stacks with in 100 mtr. Distance complete as per HSR 8.5b
Dismantling of pucca road i/c soling wearing coat screening ans sorting and stacking of all serviceable materials with in 10 mtr distance complete as per HSR 24.37
Restoration of pucca cut in level in the existing road surface i/c preparation of sub grade laying and lelaying of soling laying and consolidation of wearing coat to water bound macadam specification laying 20mm thcik premix carpat on top i/c coat of track and seal cost with supply and cariage of all required materials complete in all respect as per HSr 24.38
Design mix cement concrete of garde M25 with minimum cement contents 300 Kg per cum in RCC work complete as per HSR 10.66
Removal of RCC pipe 1200 mm dia NP3 HSR 8.35
Cement concrete 1:3:6 with 20mm nominal size of stone aggregate in foundation and plinth HSR 10.40
Laying and fixing RCC pipe 1200 mm dia NP3 for outlet in correct HSR 29.96
Providing gate and gearing at HR
Providing and fixing RCC 1:2:4 K.M. Stone standard design complete HSR 10.129, ii
Providing and fixing RCC 1:2:4 boundary piller design complete HSR 10.131
Dismantling of dry brick masonry
Dry brick on edge on paving HSR 14.20
Credit for brick masonry
RCC pipe 300 mm dia
Steel bar
Tile work
RCC pipe 1200 mm
m/s omparkash contractor
M/S SHREE BALAJI BUILDERS
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