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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹24.9 LAccepted-AOC VILLAGE POST PATHOLI AGRA UTTAR PRADESH INDIA | 1 | Accepted-AOC Being lowest | |
| 2 | 2₹27.2 L+₹2.2 L (8.67%)Rejected-Finance | 2 | Rejected-Finance Not being lowest | |
| 3 | 3₹27.8 L+₹2.8 L (11.0%)Rejected-Finance 40 6 UKHARA PO PRATAP PURA AGRA UP 282001 | AGRA | AGRA | UP | 282001 | 3 | Rejected-Finance Not being lowest | |
| 4 | 4₹28.3 L+₹3.3 L (13.2%)Rejected-Finance 86 NAROTTAM KUNJ MADHU NAGAR AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | 4 | Rejected-Finance Not being lowest | |
| 5 | 5₹28.3 L+₹3.3 L (13.4%)Rejected-Finance D 55 HAKIKAT RAI RD ADARSH NAGAR DELHI 33 | 5 | Rejected-Finance Not being lowest |
Tender Value
₹50.0 L
EMD Value
₹99,940
Closing Date
15 Jul 2021, 6:00 pmClosed
HQ CWE AGRA
112 TAJ ROAD AGRA CANTT
REPAIR TO ROAD AND ROAD SIDE FURNITURE FOR 509 ABW, MIL WING, SP LINE, GWALIOR ROAD, KB LINE, GE OFFICE, ARO, MP LINE ETC UNDER AGE B/R-II OF GE (EAST) AGRA
2021_MES_447003_1
84210/E8
Open Tender
Civil Works
Item Rate
180 days
AGRA
MES contractors enlisted in Class D category a(i) for unenlisted contractors meeting the enlistment criteria corresponding to value class and category of work
8 documents required · 8 mandatory
₹500
GE EAST AGRA
₹99,940
Yes
29 Jul 2021
31 May 2021
22 Jul 2021
31 May 2021
15 Jul 2021
14 Jun 2021
31 May 2021 - 7 Jun 2021
Amount
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 Sqm and depth exceeding 50 mm and not exceeding 100 mm including removal and stacking complete all as specified and directed.
M&L for continuous brick edging with using burnt clay bricks (old size bricks) of sub class B with width equal the width of brick, laid dry on end vertically including necessary earthwork and tamping ground around bricks and also removing any surplus spoil etc complete all as specified and directed.
M&L for 75 mm thick (compacted thickness) WBM, with (granite, trap or basalt) coarse aggregate of grading 2 (63 to 40 mm size), spread rolled and consolidated to gradient and camber required by using 8 to 10 Tonne power roller complete all as specified and directed.
All as per item No.3 here in above but except material complete all as specified and directed.
Repairs to pot holes exc. 30 mm deep and area not exceeding 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc. cutting around edges to at least 25 mm in depth making good by applying tack coat with bituminous primer using paving bitumen VG-10 @ 5 kg per 10 Sqm, putting in premixed bitumen macadam, well rammed and sealed with binder (VG-30) 9.8 kg per 10 Sqm, blinded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) complete all as specified and directed. Note :- (a) Bituminous macadam shall be mixed in hot mix plant, transported from plant to work site and laid / spread by means of mechanical paver. (b) Contractor shall quote his rate on the basis of binder as mentioned in above item if there is any variation in the actual binder content used in lower side, the rate shall be adjusted. However no price adjustment shall be made if the binder content works out to more than as specified in Sch 'A'
M&L for preparation of unsurfaced water bound macadam top surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny begs to remove all loose dirt etc & applying evenly a primer tack coat with bituminous primer using paving bitumen VG-10 @ 10 Kg per 10 Sqm for laying premixed bituminous macadam premix carpet complete all as specified and directed.
M&L for premixed bituminous mcadam using paving bitumen of VG-30 grade with binder content 4% by weight of total mix and compacted to required gradient and camber laid by mechnical paver (consolidated thickness 75 mm or less) with 8 to 10 tonne vibrator roller paver complete all as specified and directed.
M&L for preparation existing black top surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally the cleaned surfaces with gunny begs to remove all loose dirt etc & applying evenly a primer tack coat with bituminous primer using paving bitumen VG-10 @ 5 Kg per 10 Sqm complete all as specified and directed.
M&L for laying bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5% binder content by weight of total mix, (Paving bitumen VG-30) rolled and compacted with 8 to 10 tonnes power road roller to required camber and gradient complete all as specified and directed. Note :- (a) Premix concrete shall be mixed in hot plant, transported from plant to work site and laid / spread by means of mechanical paver. (b) Contractor shall quote his rate on this basis of binder as mentioned in above item if there is any variation in the actual binder content used, the rate shall be adjusted lower side of binder used however no price adjustment shall be made if the binder content works out to more than as specified in Sch 'A'
M&L for preparation of road surface and applying thermoplastic reflective paint for marking of minimum 2.5 mm thick single coat as a arrow dashes, letters etc,on road or pavement with using retro reflective thermoplastic road marking paint of approved make applied with machine all as per manufacturer's instructions complete all as specified and directed.
S&F for two way reflective road stud (SOLAR STUD)of size 125 mm x 125mm x 25 mm (shank 65 mm) alluminium alloy pressure die cast body (100% water proof design according to 65), with high efficiency mono rystafie solar panel - 2.4 V/ 0.3 watt Amber /Red/White(CAT EYE) in built 2 nos, rechargbale battery (1.2 V/1600 MA) consisting of super bright LED with 10,000 to 18,000 mcd complete as per manfuacturer instruction etc complete all as specified and directed Note:- Holes in road shall be drilled with drill machine and necessary cleaning of hole shall be done with blower prior to install the road stud .
Supply and fixing metal tubular delinator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including fixed on the ground after necessary excavation and earth work in any type of soil embedding the delinator on ground with & including PCC 1:2:4 (150 x 150 x 300 mm) type B-1 for proper grouting complete all as specified and directed.
S&F plastic speed bump yellow and black of size length 750 mm, width 250 mm, height 75 mm, weight and load capacity - upto 100 tonne and designed so dhynamically and compact that if can bear maximum load on it. The body of the running speed bump is made of PE material. Two highly reflective moulded in PMMA material are welded with PE base plate through ultrasonic welding process and then fixed on to the speed bump (dust and water cannot touch reflector's inside and thus it maintains its reflectivity for a long time) complete all as specified and directed.
M/S SUNNY ASSOCIATE
Attar Singh and Sons
M/s J S & SONS
garg construction company
Gupta Automobiles
Rahul Construction Co
M/s Salim Mohomad
M/S OMKAR SINGH YADAV
Sree Ram Enterprises
R N AGRAWAL
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