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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAccepted-Finance GRAM CHHITONA POST MUSTAFABAD CHAUBEPUR JANPAD VARANASI | L1 | Accepted-Finance OK | |
| 2 | L2₹8.2 L+₹32,230 (4.10%)Accepted-Finance | L2 | Accepted-Finance OK |
Tender Value
₹10.5 L
EMD Value
₹1.1 L
Closing Date
6 Jan 2020, 5:00 pmClosed
Executive Engineer Chandraprabha Division
Division Pt. Deendayal Upadhyay Nagar, Chandauli
Patch repair of Metalled Service Road of Chandauli Main Canal From KM 36.300 to KM 37.400
2019_UPIDC_416173_2
02/EE/2019-20
Open Tender
Civil Works
Item Rate
30 days
Chandauli
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
Executive Engineer Chandraprabha Division
₹1.1 L
16 Jan 2020
1 Jan 2020
7 Jan 2020
1 Jan 2020
6 Jan 2020
1 Jan 2020
Amount
Providing, laying, spreading and compacting stone aggregate of specific size(22.4-53mm) obtained form approved query Sukrut to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel /vibratory roller 8-10 tonnes in satges to proper grade and camber applying and brooming type B screening material to filllup the interstices of coarse aggregates watering and compacting to the required density as per technical specification clause 4.7/405(3)
Providing and applying primer coat with bitumen emulsion(SS) on prepared surface of granular base including cleaning of road surface and sprayng primer at the rate of 0.60 kg/sqm using mechanical means as per technical specification NO. 5.1/502/(1)
Providing and applying tack coat with bitumen (vg-10) using bitumen distributer at the rate of 0.30 Kg/SqM on the prepared bituminous surface cleaned with hydraulic as per technical specification clause 5.2/503(1)
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2mm & 11.2 mm dalla grit in proportion of 2:1 either using viscocity grade btumen @ 1.46kg per sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, layiing and rolling with a smooth wheeled roller 80-100 KN staticroller capacity, finished to required level and grade to be followed by seal coat Type-C as per technical Specificaton Clause 508/5.5(9i)
Providing and laying seal coat Type-C sealing the voids in a bituminous surface with crushed stone chipping of of 6.7mm size defined as passing 9.5 mm size and retained on 2.36 mm size applied @ 0.09 cum per 10sqm and suitable grade bitumen @ 0.65 kg/sqm on bituminous surface laid to the specified levels, grad and cross fall using Type 'C' as per technical Specification Clause 5.12/510
Construction of earthen shoulders with approved materal obtained from borrow pts with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 30m as per Technical Specification Clause 253/4
M/S ANJANI CONSTRUCTION COMPANY
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