BRR : 7058518
Click Here To View Tendering Authority. Aoc City/State :  agra, Uttar Pradesh
Tender Brief : Tender For Under Special Repair Work Of Fatehpur Sikari Dabar Road To Bhopur Road - Providing, laying, spreading and compacting stone aggregates of 22.4-53mm specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth three wheel static roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Mechanical Means including cost of all mater... Read More
Tender Value
16,50,000
Contract Value
₹ 12,78,581.44
Saving / Difference
₹ 3,71,419 ▲
Submission Date
12-02-2025
Contract Date
19-03-2025
Completion Date
60 days
Participated Bidder List
4 No of Bidder(s)
Sr No. Bidder Name Bid Analytics Technical Bid Financial Bid AOC Bid Value Rank
1 cnet-technologies Bid Analytics
2 cnet-technologies Bid Analytics 12,78,581.44 L1
3 cnet-technologies Bid Analytics 14,09,409.19 L3
4 cnet-technologies Bid Analytics 13,73,278.95 L2
Work Detail
tender for under special repair work of fatehpur sikari dabar road to bhopur road - providing, laying, spreading and compacting stone aggregates of 22.4-53mm specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth three wheel static roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. (a) by mechanical means including cost of all material, labour, t&p and all taxes, labour cess, royalty but excluding gstetc required for proper completion of the work and as per direction of engineer incharge. 2 providing and applying tack coat with bitumen (vg-10) using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treatedcleaned by air compressoras per technical specification clause 503 including cost of all material, labour, t&p and all taxes, labour cess, royalty but excluding gstetc required for proper completion of the work and as per direction of engineer incharge.(including cost of bitumen) 3 providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates and using (vg-10) bitumen @ 14.60kg per 10sqmto required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of type c as per technical specification clauses 508. cost of all material, labour, t&p and all taxes, labour cess, royalty but excluding gstetc required for proper completion of the work and as per direction of engineer incharge.(including cost of bitumen) 4 providing, laying seal coat withvg-10 bitumen @ 6.5 kg per 10sqm sealing the void in a bituminous surface laid to the specified levels grade cross fall usingtype c as per technical specification clauses 510. including cost of all material, labour, t&p and all taxes, labour cess, royalty but excluding gstetc required for proper completion of the work and as per direction of engineer incharge. (including cost of bitumen) 5 construction of un-reinforced, plain cement concretepavement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 m-30 (grade), 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 and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film wedges, steel plates including levelling the formwork as per drawing), spreading theconcrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished incontinuous operation including provision of contraction, expansion, construction and constructionl joints, applying primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, curing compund (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. (for agra) 6 excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in-charge upto a distance of 30m from the foundation trenches. (small work) ch-4 si no- 1 7 providing and laying cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work. in foundation and floors.ch- 5 si no- 4.1.8 including cost of all materials, t&p, labour, cess, cartage for proper completion of work as per direction of engineer-in-charges 8 class-150 (non modular) brick work in 1:4 cement and coarse sandmortar in foundation and plinth including supply of all materials, labour and t&p etc. required for proper completion of the work. si no- 6.1.1including cost of all materials, t&p, labour, cess, cartage for proper completion of work as per direction of engineer-in-charges 9 providing and laying cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete, including cost of form work. in foundation and floors including cost of all materials, t&p, labour, cess, cartage for proper completion of work as per direction of engineer-in-charges 10 12mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sand ofsingle coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. in girth and finished even and smooth. ch- 13 si no- 13.4.1 11 construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 including cost of all material, labour, t&p and all taxes, labour cess, but excluding gstetc required for proper completion of the work and as per direction of engineer incharge. 12 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site. spreading, grading to required slope and compacted to meet requirement of table 300.2as per technical specification clause 303.1. including cost of all material, labour, t&p and all taxes, labour cess, but excluding gstetc required for proper completion of the work and as per direction of engineer incharge. 13 supply and fixing of rcc hume pipe np-3 (socket hume pipe) 350mm pipeincluding cost of all materials, t&p, labour, cartage for proper completion of work as per direction of enginee-in-charges. 14 note - 1- rates are inclusive of all taxes but excluding gst which shall be paid extra as applicable 2- labour cess @ 1% will be deducted from contractors bill at the time of payment
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Result Documents
Tender Documents
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Download 82f879c7-0631-4198-8d27-4c88931dd37c
Download Bhopur-19
Download boqcomparativechart
Download finsummary_1789441
Download techsummary_1789441
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Download 0bfc38e4-3247-40cb-b777-5c3acf738283 Tender Documents
Download BOQ_1789441 Tender Documents
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Awarded Bidder(s)
1
cnet-technologies
Rank : L1 (Lowest)
Bid Amount : ₹ 1,00,00,000
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