Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.5 LAccepted-AOC | L1 | Accepted-AOC Eligible | |
| 2 | L2₹48.0 L+₹34,588 (0.73%)Rejected-AOC H NO 02 SAGAR ROAD OPPO MKD GIRLS SCHOOL TILAK NAGAR BIKANER 334001 | BIKANER | BIKANER | RAJASTHAN | 334001 | L2 | Rejected-AOC Not eligible | |
| 3 | L3₹64.3 L+₹16.6 L (34.9%)Rejected-AOC VILLAGE DEVRATHA NO 1 POST SHAHGANJ DIST AGRA U P | L3 | Rejected-AOC Not eligible | |
| 4 | L4₹68.5 L+₹20.9 L (43.8%)Rejected-AOC 6 U 34 JAWAHAR NAGAR SRI GANGANAGAR SRI GANGANAGAR RAJASTHAN 335001 | GANGANAGAR | RAJASTHAN | 335001 | L4 | Rejected-AOC Not eligible | |
| 5 | L5₹75.5 L+₹27.9 L (58.6%)Rejected-AOC 224 OFFICERS ENCLAVE BEHIND PLV MEMORIAL COLLEGE SHIKARGARH ARMY AREA JODHPUR RAJ 342001 | JODHPUR | RAJASTHAN | 342001 | L5 | Rejected-AOC Not elgible |
Tender Value
₹85 L
EMD Value
₹1.5 L
Closing Date
22 Jul 2024, 6:00 pmClosed
CWE AF BIKANER
HQ CWE AF BIKANER
REPAIRS TO ROAD, ROAD FURNITURE AND PAINTING WORKS IN TECHNICAL AND DOMESTIC AREA AT AF STN NAL
2024_MES_660003_1
81569/E8
Open Tender
Civil Works
Item Rate
90 days
GE AF NAL
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE AF NAL
₹1.5 L
Yes
12 Sept 2024
19 Jun 2024
24 Jul 2024
19 Jun 2024
22 Jul 2024
10 Jul 2024
Amount
Scrarifying or picking graveled, macadam or bituminous macadam surfaces in area n.exc 400 Sqm and exc. 50 mm and n.exc 100 mm deep complete all as specified and directed.
Material and labour for repairs to pot holes exc. 30 mm depth area n.exc 1.00 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 depth, making good by applying tack coat with bituminous primer using bitumen emulsion @ 5 Kg/10 Sqm putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 Kg per/10 Sqm blinded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed with power road roller of 8 to 12 ton capacity and consolidated including supply of premixed macadam, binder and chipping complete all as specified and as directed.
Material and labour for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned black top surface with gunny bags to remove all loose dirt and Applying evenly a priming/ tack coat @ 5 Kg per 10 Sqm using bitumen emulsion (RS-1) conforming to IS 8887 with mechanical sprayer, operated by cold pressure mechanism complete all as specified and as directed.
Material and Labour for bituminous premixed semi dense asphaltic Concrete, 30 mm consolidated thickness, using paving bitumen of Grade VG-30, with 5.5% of blinder content by weight of total mix using Hot Mix Plant and laid with Mechanical Paver, rolled and compacted with power road roller of 8 to 12 ton capacity to required camber and gradient complete all as specified and directed. Note : (i) Mixing of bituminous semi dense asphaltic Concrete shall be in Hot Mix Plant. (ii) Semi dense asphaltic concrete shall be designed considering the bituminous content as specified and as directed.
Material and labour for preparing un surfaced WBM 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, and applying evenly a priming/ tack coat with bituminous primer over WBM @ 10 Kg per 10 Sqm using bitumen emulsion (RS-1) conforming to IS 8887 with mechanical sprayer, operated by cold pressure mechanism complete all as specified and as directed.
Material and Labour for Premixed Bituminous macadam from hot mix plant with 4% binder content by weight of total mix using paving bitumen of grade VG-30, laid with Mechanical Paver, rolled and compacted with power road roller of 8 to 12 ton capacity to required gradient and camber (consolidated thickness 75 mm or less) complete all as specified and as directed by the Engineer-in-Charge. Note : Mixing of bituminous concrete shall be in Hot Mix Plant.
Material and labour for cleaning and preparing the bituminous road surface and making good for road marking with reflective thermoplastic white road marking paint conforming to BIS-3262 laod through Road Marking Machine in layer of CRYSTALX (using 5 Kg per Sqm by incorporating 8% white glass beads for reflectivity) and 2 mm thick centre line, stop line etc. as per IRC pattern laid at temperature 60 degree centigrade including making necessary traffic diversion arrangement complete all as specified and as directed.
Dismantling Aluminium road studs any type and any size from bituminous road before road carpeting work complete all as specified and directed.
Supply and fixing aluminium alloy body stud/cat eye of size (110x120x23.50 ) mm for road surfaces complete all as specified and as directed
Supply and fixing dual directional solar road studs (Cat eye) made of Aluminium alloy shell of having 10 tons load bearing capacity of size 125x125x25 mm (with a shank of 65mm) die casted dynamically designed very high impact strength and consisting of protection glass and 100% water proof design according to IP 67 minimum 06 Nos LED with minimum working hours 72-96 hours, view distance minimum 1000 mtr including 1.2 V Nical metal rechargeable battery to give back up for at least 3 days, as approved including fixed with epoxy complete all as specified .
Supply and fixing Solar road delineators made of MS pipe of 50 mm dia duly power coated anti- rust with anti theft mild steel net. Height not less than 700 mm Approx) including taking down of existing one and fixing new one with PCC block of required size in (1:3:6) type C2 using 40 mm graded aggregates in foundation after excavation of required depth & size complete all as specified and as directed.
Supply and fixing in repair delineator of ABS round body fitting with 2 Nos 100 mm dia highly reflective reflectors made out of PMMA and mounted on MS pipe of 65 mm dia duly powder coated, anti rust & anti theft steel net fixed on 600 mm high pole with retro reflective tapes in red or yellow in color including fixing with PCC block of required size in (1:3:6) type C2 using 40 mm graded aggregates in foundation after excavation of required depth & size complete all as specified and as directed.
SHREE GURU NANAK CONSTRUCTION COMPANY
M/s M S Sharma and Co.
Ankit Jindal And Company
M/S HARIOM CONSTRUCTION COMPANY
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 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 .