Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.5 LAccepted-AOC | L1 | Accepted-AOC Eligible | |
| 2 | L2₹66.8 L+₹12.2 L (22.4%)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₹76.1 L+₹21.5 L (39.3%)Rejected-AOC | L3 | Rejected-AOC Not eligible | |
| 4 | L4₹77.5 L+₹22.9 L (41.9%)Rejected-AOC 6 U 34 JAWAHAR NAGAR SRI GANGANAGAR SRI GANGANAGAR RAJASTHAN 335001 | GANGANAGAR | RAJASTHAN | 335001 | L4 | Rejected-AOC Not eligible |
| Sl No | Description | Qty | Unit | Ram Parkash Constructions Pvt. Ltd. L1 | D DEV COMPANY L3 | SHREE GURU NANAK CONSTRUCTION COMPANY L2 | Ankit Jindal And Company L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n exc 400 sq m and n exc 50 mm deep. | 100 | 10 Sqm | 50 ₹5,000 Lowest | 150 ₹15,000 | 77 ₹7,700 | 100 ₹10,000 |
| 2.00 | Material and Labour 7.5 cm thick (compacted thickness) WBM with coarse aggregate of grading 3 (50 mm to 20 mm) spread, rolled and consolidated to gradient and camber required with granite trap or basalt stone aggregates, complete all as specified and directed. | 100 | 10 Sqm | 2,100 ₹2,10,000 | 1,750 ₹1,75,000 Lowest | 2,121 ₹2,12,100 | 2,000 ₹2,00,000 |
| 3.00 | Material and Labour for Preparing Unsurfaced 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 aplying evenly a priming/tack coat with bituminous primer over WBM @ 10 Kg. Per 10 Sq.M using bitumen emulsion (RS-1) conforming to IS-8887 with mechanical sprayer, operated by cold pressure mechanism complete all as specified and as directed by the Engineer-in-Charge. | 100 | 10 Sqm | 131 ₹13,100 Lowest | 1,850 ₹1,85,000 | 337 ₹33,700 | 800 ₹80,000 |
| 4.00 | 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 Sq.M using bitumen emulsion (RS-1) conforming to IS-8887 with mechanical sprayer, operated by cold pressure mechanism complete all as specified and as directed by the Engineer-in-Charge. | 120 | 10 Sqm | 110 ₹13,200 Lowest | 320 ₹38,400 | 277 ₹33,240 | 400 ₹48,000 |
| 5.00 | Material and Labour for Repairs to pot holes exceeding 30 mm depth,area not exceeding 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 bitumenous primer using bitumen emulsion @ 5 kg /10 Sqm, putting in premixed bituminous mecadam, 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 mecadam, binder and chipping complete all as specified and as directed by the Engineer-in-Charge. . | 10 | 10 Sqm | 1,741 ₹17,410 Lowest | 2,100 ₹21,000 | 2,121 ₹21,210 | 2,000 ₹20,000 |
| 6.00 | 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 Sq.M using bitumen emulsion (RS-1) conforming to IS-8887 with mechanical sprayer, operated by cold pressure mechanism including laying of Bituminous Premixed Semi Dense Asphaltic Concrete, 30 mm consolidated thickness, using paving bitumen of Grade VG - 30, with 5.5% of binder 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 as directed by the Engineer-in-Charge.
Note:- (i) Mixing of bituminous concrete shall be in Hot Mix Plant.
(ii) Semi dense asphaltic bituminous concrete shall be designed considering the bituminous content as specified and as directed. | 1,912 | 10 Sqm | 2,240 ₹42,82,880 Lowest | 3,200 ₹61,18,400 | 2,777 ₹53,09,624 | 3,200 ₹61,18,400 |
| 7.00 | Material and Labour for Premixed Bituminous macadam from hot mix plant with 4% binder content by weight of total mix usingpaving 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. | 110 | Cum | 4,800 ₹5,28,000 | 4,500 ₹4,95,000 Lowest | 5,100 ₹5,61,000 | 6,000 ₹6,60,000 |
| 8.00 | Material and Labour for cleaning and preparing the bituminous road surface and making good for road marking with reflective thermoplastic white road marking paint confirming to BIS-3262, laid through Road Marking Machine in layer of CRYSTALX (using 5kg per sqm by incorporating 8% white glass beads for reflectivity) and 2mm 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. | 870 | Sqm | 299 ₹2,60,130 Lowest | 390 ₹3,39,300 | 397 ₹3,45,390 | 500 ₹4,35,000 |
| 9.00 | Dismantling Aluminium road studs/dealineator any type and any size from bituminous road before road carpeting work complete all as specified and directed by Engineer-in-Charge. | 280 | Each | 8 ₹2,240 Lowest | 20 ₹5,600 | 17 ₹4,760 | 50 ₹14,000 |
| 10.00 | Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 or equivalent fixed with and incl MS stud of suitable size as per manufactures instructions | 200 | Each | 298 ₹59,600 Lowest | 500 ₹1,00,000 | 350 ₹70,000 | 300 ₹60,000 |
Tender Value
₹85 L
EMD Value
₹1.5 L
Closing Date
5 Aug 2025, 6:00 pmClosed
CWE AF BIKANER
HQ CWE AF BIKANER
REPAIRS TO ROAD, ROAD FURNITURE AND PAINTING WORK IN TECHNICAL AND DOMESTIC AREA AT AF STN NAL
2025_MES_718178_1
81610/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
27 Aug 2025
2 Jul 2025
7 Aug 2025
2 Jul 2025
5 Aug 2025
24 Jul 2025
Amount
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area n exc 400 sq m and n exc 50 mm deep.
Material and Labour 7.5 cm thick (compacted thickness) WBM with coarse aggregate of grading 3 (50 mm to 20 mm) spread, rolled and consolidated to gradient and camber required with granite trap or basalt stone aggregates, complete all as specified and directed.
Material and Labour for Preparing Unsurfaced 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 aplying evenly a priming/tack coat with bituminous primer over WBM @ 10 Kg. Per 10 Sq.M using bitumen emulsion (RS-1) conforming to IS-8887 with mechanical sprayer, operated by cold pressure mechanism complete all as specified and as directed by the Engineer-in-Charge.
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 Sq.M using bitumen emulsion (RS-1) conforming to IS-8887 with mechanical sprayer, operated by cold pressure mechanism complete all as specified and as directed by the Engineer-in-Charge.
Material and Labour for Repairs to pot holes exceeding 30 mm depth,area not exceeding 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 bitumenous primer using bitumen emulsion @ 5 kg /10 Sqm, putting in premixed bituminous mecadam, 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 mecadam, binder and chipping complete all as specified and as directed by the Engineer-in-Charge. .
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 Sq.M using bitumen emulsion (RS-1) conforming to IS-8887 with mechanical sprayer, operated by cold pressure mechanism including laying of Bituminous Premixed Semi Dense Asphaltic Concrete, 30 mm consolidated thickness, using paving bitumen of Grade VG - 30, with 5.5% of binder 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 as directed by the Engineer-in-Charge. Note:- (i) Mixing of bituminous concrete shall be in Hot Mix Plant. (ii) Semi dense asphaltic bituminous concrete shall be designed considering the bituminous content 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 usingpaving 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 confirming to BIS-3262, laid through Road Marking Machine in layer of CRYSTALX (using 5kg per sqm by incorporating 8% white glass beads for reflectivity) and 2mm 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/dealineator any type and any size from bituminous road before road carpeting work complete all as specified and directed by Engineer-in-Charge.
Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 or equivalent fixed with and incl MS stud of suitable size as per manufactures instructions
Supply and fixing metal tubular dealineator 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 embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed
Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. all as specified and directed
SHREE GURU NANAK CONSTRUCTION COMPANY (BID ID -3383554)
D DEV COMPANY (BID ID -3375989)
Ankit Jindal And Company (BID ID -3372368)
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 .