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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₹23.5 LAccepted-AOC | L1 | Accepted-AOC Being L1 Bidder | |
| 2 | L2₹25.5 L+₹2.0 L (8.63%)Rejected-AOC 252 GREEN CITY II BARNALA BYPASS ROAD BATHINDA BATHINDA PUNJAB 151001 | BATHINDA | PUNJAB | 151001 | L2 | Rejected-AOC Being Not L1 | |
| 3 | Rejected-Technical | - | Rejected-Technical Does not meet eligibility criteria being unenlisted |
Tender Value
₹35.5 L
EMD Value
₹71,000
Closing Date
5 May 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE AMRITSAR
HQ CWE AMRITSAR
SPL REPAIR TO ROAD OF VARIOUS LOCATION AT NAMS
2025_MES_693872_4
CWE/ASR-56/2024-25
Open Tender
Civil Works
Item Rate
181 days
GE NAMS
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE NAMS
₹71,000
Yes
4 Jul 2025
14 Apr 2025
12 May 2025
14 Apr 2025
5 May 2025
21 Apr 2025
Amount
Material and labour for preparing 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 priming/tack coat with paving bituminous primer using paving bitumen VG-10 @ 5 kg per 10 Sqm on unsurfaced water bound macadam and laying bituminous premix Asphaltic Semi Dense Concrete, 30 mm consolidated thickness with 5.50% binder(Paving Bitumen VG-30) content by weight of total mix, laying spreading uniformly by means of mechanical paver, rolled and compacted to required camber and gradient with 8-12 tonne power roller complete, all as specified and directed Note :- (a) Mix design/ Job mix formula of bituminous SDAC shall be got done from approved lab. (b) Mix design of bituminous SDAC will be got done from approved lab. (c) The premix carpet shall be laid with mechanical paver.
Material and labour for preparing existing existing black top surface by brushing for removing caked mud, shrub or bush is a small to medium sized perennial woody plants, grass etc including cutting/removing by trowel, it requires sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc.and applying evenly a priming/tack coat with paving bituminous primer using paving bitumen VG-10 @ 5 kg per 10 Sqm on unsurfaced water bound macadam and laying bituminous premix Asphaltic Semi Dense Concrete, 30 mm consolidated thickness with 5.50% binder(Paving Bitumen VG-30) content by weight of total mix, laying spreading uniformly by means of mechanical paver, rolled and compacted to required camber and gradient with 8-12 tonne power roller complete, all as specified and directed Note :- (a) Mix design/ Job mix formula of bituminous SDAC shall be got done from approved lab. (b) Mix design of bituminous SDAC will be got done from approved lab. (c) The premix carpet shall be laid with mechanical paver.
Material and labour for premix bituminous macadam consolidated thickness 75 mm or less, laid with 4% binder content paving bitumen VG-30 by weight of total mix rolled with 8 to 12 tonne power road roller complete and compacted to required gradient and camber required complete all as specified and directed.
Material and labour existing water bound macadam by brushing with wire brushes for removing cakes mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt and applying evenly a priming/tack coat with primer using paving bitumen VG-10 at 10 kg per 10 sqm on the surface complete, all as specified and directed.
Material and labour for repair to pot holes not exceeding 1 sqm each including sweeping free from dust or mud or water, scoring sunken surfaces in road, path etc cutting around edges to at least 25mm in depth and making good the surfaces by applying a priming/tack coat with bituminous primer (VG-10) @ 5 Kg per 10 Sqm and putting in premixed bituminous macadam and well rammed to a uniform surface and sealed with binder 9.8Kg per 10 Sqm paving bitumen (VG-30) , blinded with 0.09cum of stone chipping 6.3mm size per 10 Sqm to match/join the existing road surface including supply of premixed macadam, binder and chippings , complete all as specified. Note :- Material for premixed bituminous macadam shall be mixed in hot mixing plant.
Material and labour for preparaton of bituminous surfaces of roads and marking 2.5mm thick centre lines, stop lines dashes, arrows etc and the like not exceeding 10cm wide on roads pavements, with hot applied thermo plastic road marking paint of approved colour conforming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete, all as specified and directed.
Supply and fixing in repair metal tubular delineator 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 25mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150 x 150 x 300mm) type B1 complete, all as specified and directed.
Supply and Fixing in repair cat eye solar reflective type of metal body alloy of size 100x100x20mm with PAMA striplens reflector fixed with and including MS stud of suitable size as per manufactures instruction complete, all as specified and directed. Model :- DA 972.0 of 3M or equivalent from any make specified in Appendix B to Particular Specifications.
Material and labour for Surface exacavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed.
Material and labour for hardcore of broken stones gauge not exceeding 63 mm deposited spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
Material and labour for plain cement concrete( 1:4:8) type D-2 using 40mm graded stone aggregate as in sub-floors, sub-bases, floors and pavings etc complete, all as specified and directed.
Material and labour for Machine pressed precast concrete interlocking paver block with Grey Cement and pigment any shape and size conforming to IS 15658-2006 of 60 mm thickness, M-35 grade over 25 mm thick Sand filling under floors or in foundations including spreading & leveling complete, all as specified and directed.
Material and labour for PCC 1:2:4 type B-1 (using 20 mm stone crushed aggregate) rounded or chamfered on edges in any description and position etc. complete, all as specified and directed.
M/s Azure Infrastructure Construction Co. (BID ID -3288960)
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