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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAccepted-Finance H NO 192 SECTOR 8 121006 | FARIDABAD | HARYANA | 121006 | ₹3.4 Cr | L1 | Accepted-Finance Accept |
| 2 | L2₹3.5 Cr+₹8.0 L (2.36%)Accepted-Finance JHAJJAR | ₹3.5 Cr+₹8.0 L (2.36%) | L2 | Accepted-Finance Accept |
Tender Value
₹2.7 Cr
EMD Value
₹5.4 L
Closing Date
26 Sept 2019, 5:00 pmClosed
Execuitve Engineer
Canal Colony, Sector 16A, Faridabad
Reconstruction of V.R bridge cum cross regulator at RD 18882 of Gurgaon Canal.
2019_HRY_105871_1
3932/10A
Open Tender
Civil Works
Item-rate/Agreement basic
180 days
Faridabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹15,000
Executive Engineer, WS Division
₹5.4 L
Faridabad
12 Feb 2020
21 Sept 2019
27 Sept 2019
21 Sept 2019
26 Sept 2019
21 Sept 2019
24 Sept 2019
Amount
Dismantling of RCC slab HSR No.8.6 e
Dismantling of brick masonary HSR No.8.5 b
Dismantling of PCC 1:4:8 HSR No.8.6 b
Dismantling of steel work upto height 5 mtr HSR No.8.22 a
Earth work in excavation in foundations, trenches, etc.in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres HSR No.6.6
Earth work excavation in ordinary soil exclusive of compensation of earth-work undressed with a combined lead upto 15 metres including breaking of clods HSR No.6.2 b
Earth wor excavation including dressing with lead upto 495 mtr HSR No.6.2 b, c, I,ii,ii and 6.3 i
Extra for compaction HSR No.6.2 g I, ii, iv
Filling cement bags with sand, sewing and laying in position with in 30 metres, in water, including cost of strings HSR No.23.27
Rehandling of earth work (qty to be taken 50% of earth work) KSR No. Note11 of Chapter 6
Design mix cement concrete of grade M-15 with minimum cement contents 240 Kg./cum in foundation and plinth.
Design mix cement concrete of grade M-25 with minimum cement contents 300 Kg./cum in foundation and plinth.
Design mix cement concrete of grade M-25 in first storey with minimum cement contents 300 Kg./cum in foundation and plinth.
Design mix cement concrete of grade M-20 with minimum cement contents 300 Kg./cum in foundation and plinth.
Fe-500 EQB TMT steel bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete HSR No.18.22
First class brick laid in cement sand mortar 1:3 in foundation and plinth HSR No.11.5
Double layer brick work lininf 0.65' thick HSR No.19.29 I, ii, iii, v and b
Centring and shuttering for faces of walls, partitions, retaining walls,well steining and the like (vertical or battering)including attached pilasters etc HSR No.9.5
Centring and shuttering for slab culverts exceeding 3 metres but upto 6 metres span HSR No.9.18 b
Centring and shuttering for faces of walls, partitions, retaining walls,well steining and the like (vertical or battering)including attached pilasters etc. when curved HSR No.9.6
Providing and fixing gate and gearing NS item
Providing and fixing rubber seal NS item
Providing and laying 40 mm wide strip expansion joint assemble NS item
Providing and fixing 100 mm dia PVC pipe 6 kg pressure HSR No.13.89 a
Providing and fixing GI pipe railing NS item
Removing of bunds HSR No.6.2 b
Providing and fixing brass spout NS item
Applying priming coat HSR No.16.25
Painting two coat HSR No.16.5
Credit for old steel L.S
Credit for old brick bat
Credit for old iron gate
Surender Kumar
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