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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.7 LAccepted-Finance H NO 1366 3 GALI NO 6 MATA ROAD NEAR HAPPY MODEL SCHOOL RAJIV NAGAR GURGAON 122 001 HARYANA | GURGAON | GURGAON | HARYANA | 122001 | L1 | Accepted-Finance Ok | |
| 2 | L2₹17.0 L+₹31,876.56 (1.91%)Accepted-Finance 74 DEVLOK COLONY SHIMLA ROAD DEHRADUN 248171 UK | L2 | Accepted-Finance Ok | |
| 3 | L3₹17.9 L+₹1.3 L (7.76%)Accepted-Finance HOUSE NO 206 GALI NO 4 GAUPURI OPP GAUSHALA PHATAK GHAZIABAD UP 201009 | GHAZIABAD | UTTAR PRADESH | 201009 | L3 | Accepted-Finance Ok | |
| 4 | L4₹21.6 L+₹4.9 L (29.4%)Accepted-Finance | L4 | Accepted-Finance Ok |
Tender Value
₹24.3 L
EMD Value
₹48,524
Closing Date
6 Jan 2025, 6:00 pmClosed
CWE Dehradun
HQ CWE Dehradun
SPL REPAIR TO ROAD AND HARDSTANDING FROM MAIN BLACK TOPING ON INTERNAL ROAD TO BLDG NO P-1 OF NCC DIRECTORATE UK, UNDER GE DEHRADUN AT GHANGHORA CANTT
2024_MES_687782_1
9997/DDN/E8
Open Tender
Civil Works
Item Rate
90 days
Dehradun
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
Yes
GE Dehradun
₹48,524
Yes
14 Jan 2025
9 Dec 2024
8 Jan 2025
9 Dec 2024
6 Jan 2025
23 Dec 2024
Amount
Excavation over areas n.exc 1.50 m depth for foundation,etc getting out in hard/dense soil complete all as specified and dircted.
M&L for 150 mm thick soling(or subbase) with broken boulders or quaried stone size range 100 mm to 50 mm, interstices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and dircted.
M&L for WBM 150 mm thick (compacted thickness) in two layer (75mm thick in each layer) with course aggregates grading 2(63 to 40 mm size) spread , rolled and consolidated to gradient and camber required complete all as specified and dircted.
M&L for Continuous brick edging; with width equal to the length of the brick; laid dry on edge vertically With burnt clay bricks with sub classB of old size brick
Preparing WBM surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanningl the cleaned surface with gunny bags to remove all loose dirt etc.and applying evenly a priming/ tack coat with bituminous primeriming/tack coat with bituminous primer VG 10 at 10Kg/10 Sqm complete all as specified and directed.
M&L for Preparing black top surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanningl the cleaned surface with gunny bags to remove all loose dirt etc.
M&L for applying evenly a priming/tack coat with bituminous primeriming/tack coat with bituminous primer VG 10 at 5Kg/10 Sqm complete all as specified and directed.
M&L for premixed bituminous macadam laid/rolled with power roller 8 to 12 tone roller and compacted to required gradient & camber (consolidated thickness 75mm or less) and binder content 4% (Viscocity grade Bitumen VG-30) by weight of total mix all as specified laid over priming/Tack coat .
M&L for Bituminous premix asphaltic semi- dense concrete 30 mm consolidated thickness using viscosity grade BITUMEN (VG-30) with 5.5% binder content by weight of total mix rolled and compacted with vibromatic roller to required camber and gradient completed all as specified and directed by Engr-in-Charge.
M&L for preparation of road surfaces and applying thermoplastic reflective paint in marking of minimum 2.5mm thick single coat as in centre line and edge line road marking of 150/100 mm width thermoplastic paint (Hot apllication) white/ yellow by indigenous modern propelled road marking machine as directed including all ingredients such as blinder, glass beads Titanium dioxide calcium carbonate inter fillers, thermoplastic requirement for glass beads shall be the table No 800.4 of MOST specification including spraying of glass beads etc all as per manufacture instructions and as directed by Engr-in-Charge.
S&F 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 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed.
Removing surplus excavated material (SOIL) to distance not exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.
Excavation over areas n.exc 1.50 m depth for foundation,etc getting out in hard/dense soil complete all as specified and dircted.
Hardcore of guage exc63mm, deposited, spread & leveled in layers n exc. 20 cm thick, watered & rammed to a true surface complete all as specified.
M&L for PCC (1:4:8) type D-2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
4. M & L for 25 mm spreading clean and dry sand free from sharp material for laying of PCC interlocking tile under floor including watering and consolidation complete all as specified.
M&L machine pressed precast concrete interlocking paver block ( Yellow / Red ) any shape and size fixed with gray cement and pigment confirming to IS15658-2006 of 80mm thickness M-40 grade all as specified and directed.
M& L Cement concrete (1:1.5::3) (20mm graded stone agg) type-A-1 in ,filling and mass concrete Cement work including brooming on top surface complete all as specified and directed.
M/S BRIJPAL SINGH MALIK (BID ID -3200130)
Shri Radhey Associates (BID ID -3202068)
Micky Traders (BID ID -3202058)
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