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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.8 LAccepted-AOC 00 INDRA NAGAR ORAI ORAI JALAUN UTTAR PRADESH 285001 | JALAUN | UTTAR PRADESH | 285001 | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹22.9 L+₹1.2 L (5.31%)Rejected-AOC 149 KHAJURI HARIDWAR UTTARAKHAND 247668 | HARIDWAR | UTTARAKHAND | 247668 | L2 | Rejected-AOC NOT LOWEST | |
| 3 | L3₹23.0 L+₹1.3 L (5.78%)Rejected-AOC 1 259 CHUKKUWALA DEHRADUN UK | DEHRADUN | DEHRADUN | UTTARAKHAND | L3 | Rejected-AOC NOT LOWEST | |
| 4 | L4₹25.8 L+₹4.0 L (18.3%)Rejected-AOC 95 A GOVIND NAGAR RACE COURSE OPP GURUDWARA DEHRADUN UK PIN 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L4 | Rejected-AOC NOT LOWEST | |
| 5 | L5₹26.1 L+₹4.3 L (19.9%)Rejected-AOC | L5 | Rejected-AOC NOT LOWEST |
Tender Value
₹24 L
EMD Value
₹48,000
Closing Date
10 Feb 2022, 6:00 pmClosed
CWE(HILLS) DEHRADUN
Headquarters Commander Works Engineers (Hills) Military Engineer Services, Mall Road, Dehradun Cantt
SPECIAL REPAIR TO ROADS AT RAIWALA AT MILI STATION RAIWAL UNDER AGE I RAIWALA
2022_MES_501824_1
86352/RWL/E8
Open Tender
Civil Works - Roads
Item Rate
120 days
AGE(I) Raiwala
Class E Cat a i or a v
6 documents required · 6 mandatory
₹500
AGE(I) Raiwala
₹48,000
Yes
28 Mar 2022
15 Jan 2022
12 Feb 2022
15 Jan 2022
10 Feb 2022
28 Jan 2022
15 Jan 2022 - 19 Jan 2022
Amount
M&L for premixed bituminous macadam laid and rolled to required gradient, camber and super elevation (consolidated thickness 75 mm or less) with 8 to 10 tonne power roller and vibratory roller, with using binder content 4% by weight of total mix using Viscosity Grade Bitumen VG -30, complete all as specified and directed. (Note : Mix shall be obtained from automatic hot mix plant and shall be spread by mechanical paver).
M&L for Preparation existing black top surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a primer/tack coat with paving bitumen grade VG-30 @ 5Kg/10sqm complete all as specified and as directed
M&L for providing bituminous premixed semi dense asphaltic concrete with 5.5% binder content by weight of total mix, 30 mm consolidated thickness using Viscosity Grade Bitumen VG-30, rolled to required camber, gradient and super elevation with 8 to 10 tonne power roller, mixed in hot mix plant and spread with mechanical paver, complete all as specified and directed. (Notes : (i) The mix design shall be got done from approved lab and got approved from GE before commencement of work. (ii) In the event of variation in the mix design in the percentage of binder content on minus side, the difference in quantity of binder content will be adjusted through supply only rate at market rate or procurment rate whichever is more for paving bitumen VG-30. However no plus adjustment shall be applicable if excess quantity of binder content is used/approved in the execution of work under this item.
M&L for preparation of road surfaces and applying thermoplastic reflective paint for marking of minimum 2.5mm thick single coat as in centre line and edge line, zebra crossing, stop lines etc., road marking of 150/100mm width using 'HOT MARK' thermoplastic paint (Hot application) white or yellow by indigenous modern propelled road marking machine as directed including all ingredients such as blinder, glass beads, titanium dioxide, calcium carbonate, inter fillers etc, thermoplastic requirement for glass beads shall be conforming to BS- 6086 of MORTH specification including spraying of glass beads @ 300 Gms/Sqm etc all as per manufacturer's instructions and as directed. Notes:- Thermoplastic Road marking Materials shall have the higest quality of raw materialts to provide long life and excellent visibility even after extended use and comply with MOST 803.4.2( MoRTH 803), BS 3262:1989,BS EN 1871:2000, AASTHO M249,AS 1742.2,SLS 1384:2009 specification.
M/s Himanshu Tyagi
Sharda Enterprises
M/S Manmohan Singh Anand
doon infrastructure
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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