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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.2 LAccepted-AOC | L1 | Accepted-AOC Lowest quoted tenderer | |
| 2 | L2₹24.6 L+₹30,997 (1.28%)Rejected-Finance | L2 | Rejected-Finance Other than lowest quoted tenderer | |
| 3 | L3₹24.7 L+₹43,720 (1.80%)Rejected-Finance | L3 | Rejected-Finance Other than lowest quoted tenderer | |
| 4 | L4₹25.8 L+₹1.5 L (6.16%)Rejected-Finance AT PO DERA COLLIERY TALCHER DIST ANGUL ODISHA PIN 759103 | ANUGUL | ODISHA | 759103 | L4 | Rejected-Finance Other than lowest quoted tenderer | |
| 5 | L5₹27.2 L+₹2.9 L (12.0%)Rejected-Finance | L5 | Rejected-Finance Other than lowest quoted tenderer |
Tender Value
Refer Docs
EMD Value
₹80,000
Closing Date
27 Sept 2022, 6:00 pmClosed
HQ CWE Allahabad
HQ CWE New Cantt Allahabad
REPAIR TO RESURFACING OF BLACK TOP ROAD AND ROAD SIDE FURNITURE OF FORT CANTT UNDER GE (EAST) ALLAHABAD.
2022_MES_548771_1
81696/E/E8
Open Tender
Civil Works
Item Rate
180 days
Allahabad
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE (East) Allahabad
₹80,000
Yes
29 Oct 2022
30 Aug 2022
29 Sept 2022
31 Aug 2022
27 Sept 2022
13 Sept 2022
Amount
M&L for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 Sqm and depth exc 50mm but n. exc. 100mm and stacking complete all as specified and directed.
M&L for 75mm thick (compacted thickness) WBM with coarse aggregates of grading 2 (63 to 40mm size) or grading 3 (50 to 20mm size), in single layer of 75mm thick using granite, trap or basalt stone aggregate, spread, rolled and consolidated to gradient and camber required using 8 to 10 tonne power road roller complete all as specified and directed by Engineer in Charge.
All as per item No. 2.00 above but except materials.
M&L for applying evenly a priming/tack coat wtih paving bituminous VG-10 @ 10 Kg per 10 Sqm for laying bituminous macadam over the WBM complete all as specified and directed.
M&L for repair to potholes any depth, not exc 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 @ 5 Kg per 10 Sqm with paving bitumminous primer VG-10 grade and putting required (consolidated thickness) bituminous premixed asphaltic semi dense concrete with 5.5% paving binder content VG-30 Grade by weight of total mix, rolled and compacted to required camber and gradient to a uniform smooth surface with 8 to 10 tonne power roller for pot holes exc 30mm depth complete all as specified and directed.
M&L for bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 ton per hour using crushed stone aggregete of specified grading premixed with bituminous binder VG-30 grade @ 4% by weight of total mix transporting the hot mix and filler to work site, spreading and laying with a hydrostatic mechanical paver and roller to required camber/ gradient rolled and compacted to smooth uniform surface with vibratory and tandem 8 to 10 ton power roller to achieve desired compaction (consolidated thickness not exceeding 75mm thick) complete all as specified and directed.
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 evenly a priming / tack coat with paving bituminous primer VG-10 grade @ 5 Kg per Ten Sqm on black top road surface and applying 30mm thick (consolidated thickness) bituminous premixed semi dense asphaltic concrete with 5.5% paving bitumen binder content VG-30 Grade by weight of total mix, rolled and compacted to required camber and gradient to a uniform smooth surface with 8 to 10 tonne power roller complete all as specified and directed. NOTE: (i) Bituminous premix asphaltic semi dense concrete work shall be executed as per design mix as approved by GE. (ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government. (iii) Premixing shall be done by using Hot Mix plant and laying shall be done by using mechanical paver. complete all as specified and directed.
M&L for cleaning dirt, oil/ grease spots and foreign materials etc, from road surface and applying 2.5mm thick thermo plastic (retro reflective) road marking paint for marking white traffic lines, straight or curved, having clear and sharp edges over road surfaces by using thermo plastic paint applicator machine and necessary T&P, including cleaning of roads surfaces, heating the paints within temperature limits specified by the manufacturer, making proper arragement for traffic during operation etc. complete all as specified and directed. Make: Asian/ Nerolac/ Berger Paints. NOTE: Thermo plastic paint material shall consist homogeneously composed of pigment, resins and glass reflecto rizing beads in required proportion as per MORTH specification and conforming to relavent IS.
S&F in repair of colour reflective pavement marker (Cat Eye) with Micro prismatic lens in both direction having thermoplastic body with flex resistant base & abrasion resistant coating fixing of Road surface with special adhesive and suitable head nail complete all as specified and directed. Make-3M/Dark Eye or equivalent as per sample approved by GE
S&F in repair smart solar road studs of size 125x125x20mm thick and 55mm long 40mm dia stand with 6 Nos diod bulbs (3 Nos each side) electronically operated and designed to operate automatically in the darkness powered from rechargeble nickel cadmium battery to be charged through complete all as specified and as directed. Make- Dark Eye/3M or equivalent as approved by GE.
Perfect Builders
PERFECT ENTERPRIOSES
M/S A P CONSTRUCTION
M/s Rahul Kumar Agrawal
M/S KESHRI WORKERS
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