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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.4 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹40.1 L+₹3.7 L (10.1%)Rejected-Finance H NO 02 SAGAR ROAD OPPO MKD GIRLS SCHOOL TILAK NAGAR BIKANER 334001 | BIKANER | BIKANER | RAJASTHAN | 334001 | L2 | Rejected-Finance High rate quoted. | |
| 3 | L3₹40.9 L+₹4.4 L (12.2%)Rejected-Finance 1472 14TH FLOOR AGARWAL CYBER PLAZA II NETAJI SUBHASH PALACE PITAMPURA NEW DELHI 110034 | NEW DELHI | NORTH WEST DELHI | DELHI | 110034 | L3 | Rejected-Finance High rate quoted. | |
| 4 | L4₹44.5 L+₹8.1 L (22.2%)Rejected-Finance | L4 | Rejected-Finance High rate quoted. | |
| 5 | L5₹55.6 L+₹19.2 L (52.6%)Rejected-Finance 6 U 34 JAWAHAR NAGAR SRI GANGANAGAR SRI GANGANAGAR RAJASTHAN 335001 | GANGANAGAR | RAJASTHAN | 335001 | L5 | Rejected-Finance High rate quoted. |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
18 Jul 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Col Shery Goel, CWE
HQ CWE Bikaner, Bikaner Mil Stn
Repair to certain Roads in Zone A and B at Mil Stn Kanasar
2024_MES_660579_1
CA No CWE BKN-Token No 24/2024-2025
Open Tender
Civil Works
Item Rate
120 days
AGE (I) Kanasar
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Yes
AGE (I) Kanasar
₹1 L
Yes
17 Sept 2024
19 Jun 2024
25 Jul 2024
19 Jun 2024
18 Jul 2024
4 Jul 2024
19 Jun 2024 - 27 Jun 2024
Amount
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 sqm, depth exceeding 50 mm and not exceeding 100 mm, complete all as specified and as directed.
M&L for repair to potholes any depth, not exc 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 filling in screened & graded road metal, watering and well ramming (including supply of road metal of granite, trap or basalt stone), complete all as specified and as directed.
M&L for Moorum / red bajri in road side berms or paving, laid in layers not exc 15cm thick, rolled and consolidated to required gradient and camber using with 8 to 10 tonne mechanical power road roller including watering as in granular sub base and light wearing surfaces complete all as specified and as directed.
M&L for 75mm thick (Compacted thickness) WBM, as laying in patches with coarse aggregates of granite, trap or basalt stone of grading 2 (63 mm to 40 mm size) or of grading 3 (50 to 20 mm size), blinded with screening of hard stone of grading ‘A’, spread, watered and rolled with 8 to 12 tonne power roller, hollows made up to form true surface and consolidated to required gradient and camber etc, complete all as specified and as directed
M&L for providing, laying, spreading premix bituminous macadam with crushed and graded stone aggregate mixed together with 4.5% of paving bitumen of grade VG-30 by weight of total mix including heating bitumen to the required temperature, mixing bituminous macadam in automatic and temperature controlled hot mixing plant, laying, spreading by means of mechanical paver and rolling and consolidating to the required gradient and camber (consolidated thickness 75 mm or less) with 8 to 12 tonne power road roller complete all as specified and as directed. Note : Job mix formula of premix bituminous macadam shall be approved by CWE.
Material & Labour for preparing newly laid un-surfaced WBM surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with air compressor through air jet to remove all loose dirt etc and applying evenly a tack coat of paving bitumen primer of grade VG-10 at the rate of 10 Kg per 10 Sqm of road surface by sprayer operated on hot pressure mechanism, providing, laying, spreading 40mm thick (consolidated thickness) of premix Semi Dense Asphaltic Concrete (SDAC) with crushed and graded coarse aggregates as per design based on Job mix formula with 5.5% bitumen binder content (bitumen of Grade VG-30) by weight of total mix including heating bitumen to the required temperature, mixing bituminous concrete in automatic and temperature controlled hot mixing plant, laying, spreading uniformly by means of Mechanical paver and rolling and consolidating to the required gradient and camber with 8 to 12 tonne power road roller and Vibromax roller to a uniform smooth surfaces complete all as specified and as directed. Notes : (i) Job mix formula shall be approved by CWE. (ii) Paving bitumen primer of Grade VG-10 for tack coat and bitumen of Grade VG-30 for semi dense asphaltic concrete shall be used and shall be procured by the contractor under his own arrangement and at his own cost. (iii) Cost of all the materials, T&P, labour etc. required for preparation of surfaces, applying tack coat, providing and laying semi dense asphaltic concrete including procurement of bitumen as specified here-in-before, stone aggregates & sand etc., rolling and all other elements required for entire completion of the job shall be deemed to be included in the unit rate quoted for this item. (iv) Computerised print out of data of bituminous concrete in automatic and temperature controlled hot mixing plant shall be provided to the GE by contractor.
M&L for preparing black top bituminous surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with air compressor through air jet to remove all loose dirt etc and applying evenly a tack coat of paving bitumen primer of grade VG-10 at the rate of 05 Kg per 10 Sqm of road surface by sprayer operated on hot pressure mechanism, providing, laying, spreading 30mm thick (consolidated thickness) of premix Semi Dense Asphaltic Concrete (SDAC) with crushed and graded coarse aggregates as per design based on Job mix formula with 5.5% bitumen binder content (bitumen of Grade VG-30) by weight of total mix including heating bitumen to the required temperature, mixing bituminous concrete in automatic and temperature controlled hot mixing plant, laying, spreading uniformly by means of Mechanical paver and rolling and consolidating to the required gradient and camber with 8 to 12 tonne power road roller and Vibromax roller to a uniform smooth surfaces complete all as specified and as directed. Notes : (i) Job mix formula shall be approved by CWE. (ii) Paving bitumen primer of Grade VG-10 for tack coat and bitumen of Grade VG-30 for semi dense asphaltic concrete shall be used and shall be procured by the contractor under his own arrangement and at his own cost. (iii) Cost of all the materials, T&P, labour etc. required for preparation of surfaces, applying tack coat, providing and laying semi dense asphaltic concrete including procurement of bitumen as specified here-in-before, stone aggregates & sand etc., rolling and all other elements required for entire completion of the job shall be deemed to be included in the unit rate quoted for this item. (iv) Computerised print out of data of bituminous concrete in automatic and temperature controlled hot mixing plant shall be provided to the GE by contractor.
M&L for Thermo plastic road marking 2.5 mm thick painting (lines, dashes, arrows, letters etc on new or previously treated road surfaces) with road safety spikeries glass beads including preparation of new or previously treated road surfaces and applying paint by using special applicator machine with heating arrangement complete all as specified and as directed.
SHREE GURU NANAK CONSTRUCTION COMPANY (BID ID -3056826)
Ram Parkash Constructions Pvt. Ltd. (BID ID -3057873)
Aman Corporation (BID ID -3058148)
Ankit Jindal And Company (BID ID -3052175)
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