Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹9.7 LAccepted-AOC | L-1 | Accepted-AOC Successful L-1 Bidder | |
| 2 | L-2₹12.9 L+₹3.3 L (33.8%)Rejected-Finance | L-2 | Rejected-Finance Unsuccessful Bidder |
Tender Value
₹12.3 L
EMD Value
₹15,400
Closing Date
29 Oct 2022, 5:00 pmClosed
STAFF OFFICER CIVIL MCL LAKHANPUR AREA
GM OFFICE MCL LAKHANPUR AREA
Black topping of road from Lakhanpur Police Station to Lakhanpur Block office under Lakhanpur GP of Lakhanpur OCP under CSR of Lakhanpur Area of MCL.
2022_MCL_259379_1
MCL/GM/LKPA/SOC/2022-23/41/595 dt 15.10.22
Open Tender
Civil Works - Roads
Item Rate
30 days
GM OFFICE MCL LAKHANPUR AREA
AS PER NIT
3 documents required · 3 mandatory
₹15,400
6 Dec 2022
15 Oct 2022
31 Oct 2022
15 Oct 2022
29 Oct 2022
15 Oct 2022
15 Oct 2022 - 18 Oct 2022
Amount
Item Description/ Heading
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section - 300 of specifications.
Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.
Bituminous Macadam Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per C17607clause 504 of specifications. Using Batch Mix Plant of appropriate capacity and Paver finisher hydraustatic with Sensor. for Grading II (19 mm nominal size) bitumen content 3.4%
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of specifications.
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.
Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats all complete as per clause 511 of specification Case - I : Type A Providing and laying of liquid seal coat comprising of an application of layer of bitumin binder followed by a caver of story chips.All compete as per clause 511 of specifications
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average ompressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:6 (1 cement : 6 Coarse sand)
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
Neat cement punning.
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
Lettering with black Japan paint of approved brand and manufacture
Total impact of GST for the purpose of CTC
Arun Kumar Naik
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .