Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAccepted-AOC | L1 | Accepted-AOC Bid accepted being lowest tenderer | |
| 2 | L2₹15.6 L+₹74,797.40 (5.02%)Rejected-Finance 129 PANCH SHEEL VENUE DEEP NAGAR JALANDHAR CANTT PB | JALANDHAR | PUNJAB | 144001 | L2 | Rejected-Finance Other than lowest tenderer hence rejected | |
| 3 | L3₹17.1 L+₹2.2 L (14.8%)Rejected-Finance | L3 | Rejected-Finance Other than lowest tenderer hence rejected | |
| 4 | L4₹18.2 L+₹3.3 L (22.2%)Rejected-Finance | L4 | Rejected-Finance Other than lowest tenderer hence rejected | |
| 5 | L5₹19.8 L+₹4.9 L (33.2%)Rejected-Finance | L5 | Rejected-Finance Other than lowest tenderer hence rejected |
Tender Value
Refer Docs
EMD Value
₹31,600
Closing Date
29 Nov 2021, 6:00 pmClosed
CWE MAMUN
HQ CWE MAMUN PATHANKOT 145001
SPECIAL REPAIRS TO ROADS IN ZONE-II AT MILITARY STATION SAMBA
2021_MES_485739_1
CWE/M-12/2021-22
Open Tender
Civil Works - Roads
Works
180 days
GE SAMBA
Class E a i or a v
5 documents required · 5 mandatory
₹500
GE SAMBA
₹31,600
3 Jan 2022
2 Nov 2021
30 Nov 2021
2 Nov 2021
29 Nov 2021
17 Nov 2021
Amount
Scarifying or picking existing damaged water bound macadam in patches (area exceeding 400 Sqm) depth exceeding 50mm & not exceeding 100mm including removal of aggregate not exceeding 50 Mtr and stacking complete all as specified and directed.
Surface excavation in soft/ loose soil n exc. (not exceeding) 30cm deep and averaging 15cm deep and getting out all as specified and directed.
Removing excavated material , soil n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point.
Material & Labour for 150 mm thick (Spread thickness) Soiling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated with power roller exc 8 tonne and not exceeding 12 tonne to a required gradient and camber complete all as specified and directed.
Material & Labour for 150mm thick (compacted thickness) Wet Mix Macadam (WMM) (granite, basalt or trap) in two layers of 75mm consolidated thickness each with coarse aggregate of grading 2 (63 to 40mm size) spread, rolled and consolidated to gradient and camber required complete all as specified and directed.
All as per Srl Item No 5 here in before but except material.
Material & Labour for Preparation of Wet Mix Macadam (WMM) by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the surfaces by mechanical compressor to remove all loose dirt and applying evenly a priming/tack coat with paving bitumen VG 10 grade @ 10 Kg per 10Sqm of road surface and laying bituminous premixed semi dense asphaltic concrete 30mm thick (consolidated thickness) using binder (Bitumen VG-30 grade) contents @ 5.5 % by weight of total mix, mixed in Hot mix Plant and laid by using self propelled mechanical paver, rolled and compacted to required camber & gradient using 8 to 10 tonne power roller/tandem vibrating roller to achieve uniform smooth surface complete all as specified and directed.
Material & Labour for Preparation of newly laid black top/existing black top surface of road by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the surfaces by mechanical compressor to remove all loose dirt and applying evenly a priming/tack coat with paving bitumen VG 10 grade @ 5 Kg per 10Sqm of road surface and laying bituminous premixed semi dense asphaltic concrete 30mm thick (consolidated thickness) using binder (Bitumen VG-30 grade) contents @ 5.5 % by weight of total mix, mixed in Hot mix Plant and laid by using self propelled mechanical paver, rolled and compacted to required camber & gradient using 8 to 10 tonne power roller/tandem vibrating roller to achieve uniform smooth surface complete all as specified and directed.
Material & Labour for Premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) with paving bitumen ( VG -10) @ 4% by weight of total Mix laid by using self propelled mechanical paver, rolled and compacted to required gradient and camber using 8 to 10 tonne capacity power roller/tendem vibratory roller to achieve smooth uniform surface complete all as specified and directed.
Demolition of bricks (laid flat or on edge) laid dry or brick tiles in floors, channels, kerbs, aprons etc. (each layer) complete all as specified and directed.
Material & Labour for continuous brick edging with width equal to the width of the brick, of whole sub-class 'B' bricks, laid dry on end vertically including all necessary earth work/removal of old damaged brick edging all as specified and directed.
Material & Labour for Thermoplastic road marking paint 2.5mm thick, white or golden yellow in colour, conforming to BS-3262, in lines, arrow, dashes & letters exceeding 2.5mm in width, applied hot, using application unit and retroreflective glass beads @ 250 to 300 gram/Sqm to withstand vehicular traffic load, laid as per manufacture's instructions, the finish surfaces to be level, uniform and free from streaks and holes as per MORTH specification complete all as specified and directed.
s s construction
M/S CHOUDHARY BUILDERS
Sarbat Construction Co
M/S RAJINDER GOODS TRANSPORT CARRIER
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .