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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.1 LAccepted-AOC S 15 SACRED WORLD OPP SACRED HEART TOWN WANWADI PUNE 411040 | PUNE | MAHARASHTRA | 411040 | L1 | Accepted-AOC Bidder quoted L1 rates | |
| 2 | L2₹34.7 L+₹5.6 L (19.4%)Rejected-Finance | L2 | Rejected-Finance Bidder not quoted L1 rates | |
| 3 | L3₹34.9 L+₹5.8 L (20.1%)Rejected-Finance 11 97 SADALATLIGUDA CHOWDARIGUDA HYDERABAD TELANGANA 500088 | MEDCHAL MALKAJGIRI | TELANGANA | 500088 | L3 | Rejected-Finance Bidder not quoted L1 rates | |
| 4 | L4₹37.2 L+₹8.2 L (28.1%)Rejected-Finance | L4 | Rejected-Finance Bidder not quoted L1 rates | |
| 5 | L5₹40.9 L+₹11.8 L (40.6%)Rejected-Finance | L5 | Rejected-Finance Bidder not quoted L1 rates |
Tender Value
₹47.3 L
EMD Value
₹94,500
Closing Date
23 Jul 2024, 6:00 pmClosed
COMMANDER WORKS ENGINEER PUNE
HEADQUARTERS COMMANDER WORKS ENGINEERS GEN CARIAPPA MARG, PUNE-411 001
85910 SPECIAL REPAIR TO BITUMEN ROAD IN THE AREA OF RESPONSIBILITY OF 15TH BN THE JAT REGIMENT UNDER GE (SOUTH) PUNE
2024_MES_660828_1
85910 CWE PUNE
Open Tender
Civil Works - Roads
Item Rate
183 days
GE SOUTH PUNE
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE (SOUTH)
₹94,500
Yes
17 Oct 2024
20 Jun 2024
25 Jul 2024
20 Jun 2024
23 Jul 2024
10 Jul 2024
Amount
Repair to pot holes of any depth not exc. 1 Sqm each incl. sweeping free from dust and mud or water, scoring surfaces in roads, paths etc. cutting around edges to atleast 25mm in depth, making good by filling in screened and graded road metal, watering and well ramming (incl.supply of road metal) and making good by applying tack coat with bituminous primer (grade VG-10) @ 5 kg per XSqm putting in premixed semi dense asphaltic concrete (design mix) 25 mm consolidated thickness with 5.5% binder content of bitumen (grade VG-30) by weight of total mix laid with mechanical paver rolled and compacted to required camber and gradient with 8 to 12 ton power roller complete all as specified and directed by Engr-in-charge.
M&L for Premix Bituminous macadam with binder content of bitumen (grade VG-30) @ 4% by weight of total mix laid/rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) complete all as specified and directed by Engr-in-charge.
M&L for providing consolidated 30 mm thick Premix dense Ashphaltic concrete (DAC-II) using minimum 5.50% VG-30 binder by weight of total mix aggregate gradation as per bituminous concrete Gde-2 of table 500-17 of MoRTH specifications of Roads and Bridge works-2013, rolled and compacted to required chamber and gradient etc complete all as specified and directed by Engr-in-charge.
M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc ,sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying tack coat of cut back RC 70217 bituminious @0.2 to 0.3 Kg per Sqm on bituminious macadam as specified in Table 500-5 of MoRTH specification for roads and Bridges works 2013 using mechanical sprayer etc complete all as specified and as directed by Engr-in-charge.
Supply and fixing in repair "LED Kerbstone” with LED lighting system as per specification – load bearing capacity 2200 kgs (with test report of government approved lab) . length 500mm , height 240mm, width – 150mm, curb angle 45 degree, foundation height – 40mm, foundation legs – 4 , foundation led stand with 20mm embded in cement concrete 1:2:4 type B-1, foundation nut and bolt – 4 nos (8mm x 60mm), led strip length 465 mm, operating voltage- 36 volts, number of led in each led strip – 22 nos, led strip wattage – 2.32 watt per kerb stone, - IP-68 waterproof and shockproof kerbstone, led strip and connectors with heat shrinkable waterproof sleeve, led strip and connectors – IP 68, IP-68 waterproof connectors for each kerb stone- 1 nos, jacketed connector wire with copper cable of 1.5 Sqmm 2 core, fiber box with 02 pole 10 Amp MCB for power supply of 36 volts. colour – white , blue, yellow, orange, red, green or as per requirement and as per IRC including embedded 50 mm in and converted at bottom with PCC (1:2:4) type B-2 finished neatly and setting the same in CM 1:2. including necessary required excavation and earth work in any type of strata and and redoing the existing surface in its original shape etc all as specified and directed. NOTE -: Quoted rate is deemed to be included for all necessary electrical connection from nereby street light / pole and 01 year guarantee from manufacturer.
M&L for applying thermoplastic paint 3mm thick for making lines, dashes, arrows, letters etc exceeding 10cm wide on bituminous surfaces, with retro reflective thermoplastic road marking paint with reflector sign glass beads @ 250 gms per Sqm area confirming to MOST & BIS specification, not less than 3mm thick of white/golden/ yellow as approved colour/ shade and applied with machine, as per manufacturer's instructions including preparation of surface i.e. cleaning of surface by removing all dust, dirt oil grease etc complete all as spcified and directed by Engineer incharge
Demolition of cement concrete in ground floors and paving n.exe 15 cm thickness (below or above ground level) complete all as spcified and directed by Engineer in charge.
M&L for 75 mm thick PCC(1:4:8) type D2 (using 40 mm graged stone aggregate) as in sub base/flooring complete all as specified and directed by Engineer in charge.
M&L for coloured precast cement concrete interlocking tiles M-30 of 60 mm thick of any size conforming to IS-15658-2006 glossyt finish as in floor/pavement laid on 20 mm thick stone dust cushioning laid dry to the profile over sub base/hard core filling all as specified and directed by Engineer in charge.
S&F in repair sloar stud of size 125x125x25 mm with shank of 60 mm aluminium alloy shell with 3 LED on each side with compressive strength upto 20 Ton fixing by epoxy all as specified and directed by Engineer in charge
S&F in repair plastic glass bead reflectors Cat Eyes made of body materials ABC plastic size 117x117x23 mm reflector 19 or 20 BI glass element on each side with compressive strength upto 35 tonnes, yellow/red colour body with reflector fixing by epoxy all as specified and directed by Engineer in Charge.
Surface execavation not exc 30 cm deep and avg 15 cm deep as in soft/loose soil and getting out complete all as specified and as directed.
MOHANLAL MATHRANI CONS. PVT. LTD. (BID ID -3070698)
Deccan Enterprises (BID ID -3063579)
Sujitha Infrastructure (BID ID -3061349)
SHREE KALIKA CONSTRUCTION (BID ID -3063411)
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