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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹47.6 LAccepted-AOC | L-1 | Accepted-AOC L-1 | |
| 2 | L-2₹47.9 L+₹31,682.01 (0.67%)Rejected-AOC | L-2 | Rejected-AOC L-3 | |
| 3 | L-3₹47.9 L+₹33,562.79 (0.71%)Rejected-AOC 0 BELCHAURA MAUNATH BHANJAN MAU MAU UTTAR PRADESH 275101 | MAU | UTTAR PRADESH | 275101 | L-3 | Rejected-AOC L-2 |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
5 Nov 2024, 3:00 pmClosed
Superintending Engineer
Office of The Superintending Enginee
9. E/W in Section correction and Constrution of box culvert one number between km 7.095 and km 7.600 of Dhanaipatti Dy.
2024_UPIDC_960209_24
02/SE/2024-25
Open Tender
Civil Works
Item Rate
180 days
9. E/W in Section correction and Constrution of b
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹1 L
Yes
20 Dec 2024
30 Oct 2024
5 Nov 2024
30 Oct 2024
5 Nov 2024
30 Oct 2024
Amount
Earth work in making diversion including all lead & lift, with manual compaction and dressing to profile.
Constructing stopper/ safety wall for safe traffic movment & giving proper direction to the moving vechicles with S.O.B. brick in mud mortar including cost of all material, labour and T&P etc. required for proper completion of the work.
Cement plaster in 1:6 C.M. Upto 12mm thick with local sand on brick masornary of stopper wall including cost of all material , labour , T &P etc required for proper completion of the work.
Earth work in excavation of foundation in all type of soil with all lead ,lift & proper disposal of earth and back filling etc. required for proper completion of the work.
Centering & shuttering for R.C.C. & C.C. Work including cost of materials, upto 3M Span
Laying P.C.C. in 1:3:6 in foundation with 10-20 mm size Stone grit & coarse sand having F.M. not less than 2.0 including cost of all material, labour and T&P etc. required for proper completion of the work.
Laying C.C. in 1:2:4 with 10 to 20 mm size crushed Stone grit & coarse sand having F.M. not less than 2.0 including cost of all material, labour and T&P etc. required for proper completion of the work.
Laying R.C.C. in 1:1:2 (M-25) in wall & slab with 4.75 to 20 mm size crushed Stone grit & coarse sand having F.M. not less than 2.0 including cost of all material, labour and T&P etc. required for proper completion of the work.
Double flat brick lining with 1:3 cement mortar with 8 mm thick sand-witched plaster (Ist class bricks and coarse sand having F.M. not less than 2.0) including cost of all material, labour and T&P etc. required for proper completion of the work.
1st class brick work with 1st class brick & coarse sand having fm not less than 2.0, including cost of all material, labour and T&P etc. required for proper completion of the work.
S/F of 100 mm dia ( Length = 0.50 m)drainage spout pipe including cost of material, labour & T&P required for proper completion of the work.
Cutting, bending, binding and placing steel reinforcement including cost of binding wire and cost of steel, labour,T&P etc. required for proper completion of the work.
E/W In exacavation for correcting of internal section & removing Diversion with all type of soil including all lead & lift , manual compaction for complete work
S/Providing & fixing of stone wheel guard
Laying C.C. in 1:1:2 (M-25) in Wearing Coat with 4.75 to 10 mm size crushed Stone grit & coarse sand having F.M. not less than 2.0 including cost of all material, labour and T&P etc. required for proper completion of the work.
Providing, laying, spreading and compacting stone aggregates of 22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller applying and brooming, screening Type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
Construction of un-reinforced, plain cement concrete pavement,thikness as per design, over a prepared sub base with 43 grade cement or as per clause 1501.2.2 M30@ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity appropriate weight batcher using approved mix design,laid in approved fixed side formwork(steel channel,laying and fixing of 125 micron thick polythene film,wedges ,steel plate including leweling the form work as per drawing),spreading the concrete with shovels,rakes,compacted using needle,screed and plate vibrators and finished in continious oparation including provision of contraction and expansion, construction joints and construction joints,admixtures as approved,curing of concrete slabs for 14 days,curing compound(where specified) and water finishing to lines and grades as per drawing and technical specification Clause 1501 in Lanes of City Portion.
Earth work in filling for strengthening of bank in all type of soil including all lead & lift, manual compaction and dressing to profile as per ID specification/Direction of engineer in charge with cost of labour and T&P etc.
M/S KRISHANA MOHAN TIWARI CONTRECTOR (BID ID -4698448)
m/s om construction (BID ID -4698404)
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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