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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹7.4 LAccepted-AOC H NO 12 13 NANDWANI NAGAR SONEPAT 131001 | SONEPAT | SONIPAT | HARYANA | 131001 | 1st | Accepted-AOC Tender Award | |
| 2 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹9 L
EMD Value
₹18,000
Closing Date
20 Mar 2020, 1:00 pmClosed
Executive Engineer
PWD B and R EE P-II Office Railway road Sonipat.
Special repair by Pdg. and laying Kotah sstone flooring at the existing boxing ring field in MNSS Rai in sonipat distt. Re-invite
2020_HRY_122250_1
pwd-eepd2-snp
Open Tender
Civil Works
Works
90 days
Sonipat
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
Yes
Public Work (B and R) Department
₹18,000
Yes
28 Sept 2020
5 Mar 2020
20 Mar 2020
5 Mar 2020
20 Mar 2020
5 Mar 2020
Amount
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 6.6)
Cement concrete 1; 2 ; 4 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.41)
Cement concrete 1 : 8 : 16 with brick ballast 40 mm Nominal size in foundation and plinth. (HSR.10.26)
Cement concrete 1 : 8 : 16 with stone aggregate 40 mm Nominal size in foundation and plinth. (HSR 10.28)
First class brick work laid in cement sand mortar 1:4 in foundation and plinth. (HSR 11.4)
Kotah stone flooring 34 mm to 40 mm thick in any pattern as specified over 12 mm thick base of cement coarse sand mortar 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing. .(HSR 14.62)
Plastering on walls 12mm thick cement plaster 1:4 (HSR.15.5)
Structural steel work in compound girders or stanchions built up from two or more R.S. joists or channel section or plates and Angles etc., riveted including cutting and Fixing all lattice bars, stiffeners, gusset plates, Bolts, nuts, rivets etc., complete with flangePlates, heads sole, plastes, angle connections, Etc. with hoisting and erection in positon angle iron, etc. (HSR 18.9) (a) with two or more R.S. Joits.
Preparation of sub grade, including trenching, rough dressing of soil final dressing of earth,to given levels and camber, watering, rolling with road roller, and compacting the bed HSR 24.1
Earth filling under floors with good earth taken from outside the campus. (N.S.)
Providing & fixing G.I. Pipe 10mm i/d (N.S.)
Providing & fixing G.I. colour coated galvanized metal sheet roof of 0.50 mm (TCT) thick rib profile precoated galvanized trapensoidal sheet having minimum pitch of 50mm C/C (N.S.)
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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