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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 LAccepted-AOC | L1 | Accepted-AOC Being lowest Bidder | |
| 2 | L2₹12.2 L+₹1.4 L (12.8%)Rejected-Finance | L2 | Rejected-Finance Not Lowest Bidder | |
| 3 | L3₹13.4 L+₹2.6 L (23.8%)Rejected-Finance | L3 | Rejected-Finance Not Lowest Bidder | |
| 4 | L4₹13.8 L+₹3.0 L (27.3%)Rejected-Finance A 102 GOLDEN SAND APARTMENTS GAZIPUR DHAKOLI ZIRAKPUR PB 160104 | ZIRAKPUR | S A S NAGAR | PUNJAB | 160104 | L4 | Rejected-Finance Not Lowest Bidder |
Tender Value
Refer Docs
EMD Value
₹29,000
Closing Date
19 Sept 2020, 6:00 pmClosed
HQ CWE Bathinda
HQ CWE Bathinda, Bathinda Military Station
PROVN OF ROAD FROM BLDG NO P 286 (MI ROOM) TO KERB SIDE PUMP (KSP) AT GORKHA RIFLES AT BATHINDA MILITARY STATION UNDER GE (S) BATHINDA
2020_MES_362441_2
CA NO CWE BTD 42 of 2020-21
Open Tender
Civil Works - Roads
Item Rate
120 days
Bathinda Mil Station
As per NIT
7 documents required · 7 mandatory
₹500
GE South Bathinda
₹29,000
Yes
5 Oct 2020
28 Aug 2020
21 Sept 2020
28 Aug 2020
19 Sept 2020
7 Sept 2020
28 Aug 2020 - 4 Sept 2020
Amount
Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out in soft/ loose soil complete all as specified.
Rough excavation not exc 1.50 M deep and getting out in soft/ loose soil complete all as specified.
Excavation in trenches not exc 1.5 M wide and not exc 1.5 M in depth for foundation , etc, not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed.
Rolling and consolidating formation surface in cutting / filling etc complete with power roller 8 to 12 tonne complete all as specified.
M & L for soling (or sub base) 150mm thick (spread thickness) with crushed/broken boulders or quarried stone, interstices filled, surface formed, rolled and consolidated with power roller to required camber and gradient complete.
M & L for 150mm thick (compacted thickness) Wet Mix macadam (WMM) laid in two separate layers each layer of 75mm thick with coarse aggregates of granite, trap or basalt of grading 2 (63mm to 40mm size) or of grading 3 (50mm to 20mm size), spread, watered and rolled with 8 to 12 tonne power roller, hollows made up to form true surface and consolidated to requried gradient and camber etc complete all as specified and directed. Note : If work is required to be carried out in two layers each layer shall be measured separately)
Preparing WMM surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with air pressure through air jet using air compressor to remove all loose dirt etc including removing the loose dirt/ mud etc to a distance minimum 1.5 m from edge of road and applying evenly a tack coat of bituminous primer using paving bitumen (VG-10) @ 10 Kg per 10 Sqm of road surface by sprayer operated hot pressure mechanism including Supplying, laying, spreading 40 mm consolidated thickness of semi dense asphaltic concrete with Job mix formula using paving bitumen (VG-30) at the rate of 5.5% binder content by weight of total mix using mechanical paver for levelling within the specified tolerance as specified in SSR Part -I, rolled and consolidated to required camber and gradient with power roller for uniform smooth surface etc complete all as specified and directed by Engineer-in-Charge. (Note :- (i) The job mix formula shall be approved by GE. (ii) 5.5% binder content has been specified for quoting purpose of bid. If the quantity of the bitumen excceds 5.5% as mentioned in Schedule A / BOQ during job mix formula, no plus price adjustment shall be made. If the quantity of the bitumen required as per job mix formula works out to less than 5.5% the recovery of the supply only bitumen shall be effected @ Rs 45.00 per Kg. The cost of transportation of material and testing chrges shall be borne by the Contractor.)
M&L for Continuous brick edging using old size burnt clay sub class 'B' bricks with width equal to the width of the brick, laid dry on edge and laid on vertically all as directed.
M & L for PCC (1:4:8) type D2 using 40mm graded stone aggregate as in sub base , sub floor , path and pavings etc complete all as specified.
M & L for Brick work using old size bricks, straight or curved on plan exceeding 6 metre mean radius built in cement mortar (1:6) complete.
M & L for PCC (1:2:4) type B-1 using 20 mm graded stone aggregate as in coping , kneelers , appex stone , bed plates , kerbs and likes including weathering , slightly rounded for chamfered , angles and throating including use and waste of necessary form work complete all as specified.
M & L for rendering 15 mm thick in cement mortar (1:4) on external wall surfaces of brick work or concrete surfaces even and smooth without using extra cement complete all as specified.
M & L for 300mm dia Reinforced concrete pipes, Class NP 2 , laid and jointed with collar complete all as specified.
M & L for preparing newly plastered surfaces of wall and applying two coats of cement base paint over a coat of alkali resistance primer all as specified.
Removing excavated soil to a distance upto 50 metre and depositing where directed at a level not exceeding 1.5 M above the starting point.
Returning filling in, including spreading , levelling, watering and well ramming in layers each not exceeding 25cm thick in soil complete .
M & L for Rubber Moulded precast interlocking paver block factory made, any colour, shape and size as approved by GE, conforming to IS 15658-2006 of 80 mm thickness, made out of M-40 grade with and including minimum 25 mm thick sand cushioning below interlocking paving block complete laid dry of any description of thicknes in floors, aprons etc complete all as specified and directed. (Make : M/S ULTRA TILES/ NITCO/ PAVIT/ SUNSHINE INDUSTRIES, BATHINDA (SHINO TILES))
S&F two way (dual direction) reflective road studs (Cat eye) of ABS body of, dimensions 100mmx 100mm x 18.50 mm with red / amber / white reflective panels and fixing the same on road surface by applying approximately 100 gm Epoxy mixture and placing the cat eye without applying exessive pressure and additional fixed with 12 mm dia and 120 mm long zinc plated steel nail at the centre of cat eye complete all as specified and directed by Engineer-in-Charge. (Cat part No DA-978 of make Dark eye or equivalent make of 3M/ Greenlite)
M & L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in packing under and haunching against the side of pipe of any size after laying and testing of pipe complete all as specified.
M&L for painting lines, dashes, arrows, letters, marking etc of 2.0 mm thick film on new surfaces or previously treated road surfaces with hot applied retro reflective thermoplastic road marking paint (White / Golden yellow) conforming to MORT&H (clause 803.4) all as specified with 8% glass beads using special applicator machine with heating arrangement upto 160 degree C including cleaning and drying the existing road surfaces to ensure dust, oil, grease and moisture free surfaces before applying the paint complete all as specified and directed. Make : Automark or equivalent make given in Appx 'B'.
M&L Moorum / red bajri filling in floor or pavings (as shoulders/ berm) , laid in layers not exceeding 15 cm thick , spread , levelled and rammed including watering complete all as specified and as directed
FAIR DEAL CONSTRUCTION CO
shakti builders
AP BUILDERS
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