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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.9 LAccepted-AOC HOUSE NO 05 JYOTI PATH BHETAPARA GUWAHATI 781028 | GUWAHATI | KAMRUP | ASSAM | 781028 | L1 | Accepted-AOC ACCEPTED | |
| 2 | L2₹1.1 Cr+₹6.0 L (6.00%)Rejected-Finance KIYIT VILL MEBO PO EAST SIANG DIST ARUNACHAL PRADESH PIN 791104 | EAST SIANG | ARUNACHAL PRADESH | 791104 | L2 | Rejected-Finance Being L2 Bidder | |
| 3 | L3₹1.2 Cr+₹23.3 L (23.3%)Rejected-Finance AT MAIN ROAD DANDAI PO PS DANDAI DIST GARHWA | LATEHAR | JHARKHAND | 822112 | L3 | Rejected-Finance Being L3 Bidder | |
| 4 | L4₹1.3 Cr+₹28.9 L (28.9%)Rejected-Finance A 153 HQ CE EC KOLKATA LEKHAPANI POST TINSUKIA DIST ASSAM STATE | L4 | Rejected-Finance Being L4 Bidder | |
| 5 | L5₹1.3 Cr+₹29.8 L (29.8%)Rejected-Finance 274 A 5TH LANE NISHATGANJ LUCKNOW UP PIN 226007 | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226007 | L5 | Rejected-Finance Being L5 Bidder |
Tender Value
₹1.1 Cr
EMD Value
₹1.8 L
Closing Date
27 Feb 2024, 6:00 pmClosed
CWE DINJAN
COMMANDER WORKS ENGINEERS DINJAN
SPECIAL REPAIR TO CERTAIN ROADS AT SIGAR UNDER GE 872 EWS
2023_MES_632269_2
84241E8
Open Tender
Civil Works - Roads
Item Rate
150 days
GE 872 EWS
AS PER TENDER DETAILS
8 documents required · 8 mandatory
₹1,000
Yes
GE 872 EWS
₹1.8 L
Yes
21 Mar 2024
8 Feb 2024
5 Mar 2024
8 Feb 2024
27 Feb 2024
15 Feb 2024
Amount
Repair to potholes any depth, exe 30 mm and 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 at the rate of 05 kg per 10 Sqm, putting in bituminous macadam well rammed and sealed with bitumen 9.8 kg per 10 sqm blinded with 0.09 cum stone chippings, 6.3 mm size and rolled and compacted with power roller 8 to 10 tonnes to required camber and gradient complete all as specified and as directed.
Preparing existing black top surfaces 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. complete all as specified and as directed.
M & L for applying evenly a tack coat with bituminous primer (paving grade bitumen VG-10 grade) @ 5 kg per 10 sq metres complete all as specified & as directed.
M & L for bituminous macadam not exceeding 75 mm thickness (compacted thickness) using hot mix plant and mechanical paver with 4% binder (paving grade bitumen VG-30 grade) content by weight of total mix, rolled and compacted with power roller 8 to 10 tonnes to required camber and gradient complete all as specified and as directed. Note :- (i) Bituminous macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined as per IRC 27: 2009. The adjustment in rate on MINUS side variation in quantity of bitumen if any shall be priced at the rate of ₹55 per kg. No claim whatsoever shall be made for adjustment in plus side.
M & L for bituminous premix ashphaltic semi dense concrete 40 mm (compacted thickness) using graded crushed stone aggregate premixed with binder content (paving grade bitumen VG-30 grade) @ 5.5% by weight as in semi - dense aspheltic concrete of total mix & hydraulic lime/cement(OPC-43 Grade) filler, rolled and compacted to required camber and gradient complete all as specified and as directed. Note :- (i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009. The adjustment in rate on MINUS side variation in quantity of bitumen if any shall be priced at the rate of ₹55 per kg. No claim whatsoever shall be made for adjustment in plus side.
S & F solar road studs of size not less than 125X 125 X 25 mm made of weather resistance aluminium alloy and poly carbonate material electronically welded micro- prismatic lens with abrasion resistant coating as approved by the Engineer in charge. The cats eye shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35⁰ ± 5⁰ to base. The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM E: 809 as recommended in BS: 873 part 4 :1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. The solar panel shall be high efficiency mono crystalline 2.5 V/60 m A and the battery shall be one Ni-mh type (1.2 V/1200 m Ah) high temp for backup of 36 hours full charging. The flash frequency shall be 60 ± 5 times per minute. Make- Model no 111 JUGNU of Dark Eye or equivalent makes as given in Appx B
Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T & P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete all as specified and as directed.
M/S OKIYANG PERTIN
ms singh construction
M/s Singh enterprises
M/S S.B. Singh and Sons
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