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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹80.2 LAccepted-AOC | 1 | Accepted-AOC Lowest and reasonable | |
| 2 | 2₹81.3 L+₹42,589.60 (0.53%)Rejected-Finance 1006 MANAK CHOUK MHOW DIST INDORE MADHYA PRADESH453441 | INDORE | INDORE | MADHYA PRADESH | 453441 | 2 | Rejected-Finance Other than lowest | |
| 3 | 3₹81.9 L+₹1.1 L (1.32%)Rejected-Finance | 3 | Rejected-Finance Other than lowest |
Tender Value
₹76 L
EMD Value
₹1.4 L
Closing Date
9 Feb 2023, 6:00 pmClosed
CWE Mhow
HQ CWE Mhow Cantt Mhow - 453441
SPECIAL REPAIRS TO ROADS AT MT COMPLEX CONNECTED AREA IN 4 MAHAR AND INTERNAL ROAD AT INF SCHOOL UNDER GE MIS MHOW
2022_MES_568328_2
CWE(MHOW)/19(T)OF2022-23
Open Tender
Civil Works - Roads
Item Rate
180 days
HQ CWE Mhow
Please refer tender documents
8 documents required · 8 mandatory
₹1,000
GE (M) Inf School Mhow
₹1.4 L
Yes
2 Mar 2023
10 Jan 2023
11 Feb 2023
10 Jan 2023
9 Feb 2023
20 Jan 2023
Amount
M&L for Scarifying or picking gravelled,macadam or bituminous macadam surface in area exceeding 400 Sqm and depth exceeding 50mm and not exceeding 100 mm deep etc complete all as specified and directed.
M&L for 75mm thick (compacted thickness) water bound macadam (WBM), with Granite, trap or basalt of grading 2 (63 to 40mm size) or of grading 3 ( 50 to 20 mm size) , spread, rolled and consolidated with 8-10 tonne power roller to required gradient and camber complete all as specified and directed.
M&L for preparation of surfaces of WBM surface with wire brushes for removing caked mud etc and sweeping with brooms and finally fanning to clean the surfaces with gunny bags to remove all loose dirt etc and applying evenly a tack coat with bitumenous primer using tatanic bituminous primer paving bitumen VG-30 at the rate of 10 kg / 10 sqm over WBM surfaces and M&L for premixed hot mix Asphaltic Semi Dence Concrete using 5.5% binder content (VG-30 Grade paving bitumen) by weight of total mix and with thickness of 30 mm (consolidated Thickness) including rolling with 8 to 10 tonne power road roller to uniform and smooth surface and consolidation to required gradient and camber all as specified and directed.
Note1 :- Cement shall be used as filler at mininum 2% by weight of total mix in event of variation in design mix the percentage of filler content shall be on plus side adopted. (b)SDAC shall be as per MORTH specification Note2: - (i) Laying shall be done by means of self-propelled mechanical paver, finishing with electronic sensor and hydraulic controls with suitable speed and capable of laying, spreading, tamping and finishing. (ii) Mix shall be obtained from computerized hot mix plant and spreading shall be done by using mechanical paver only) (iii) The mix shall be designed by job mix formula and approved by GE. (iv) Cost of testing charges, materials and transportation etc for job mix formula and Independent testing during execution of work shall be inclusive in the unit rate quoted and no extra payment shall be made on this account.
M&L for preparation of surfaces of existing black top surface with wire brushes for removing caked mud etc and sweeping with brooms and finally fanning to clean the surfaces with gunny bags to remove all loose dirt etc and M&L for applying evenly a tack coat with bitumenous primer using paving bitumen VG-30 at the rate of 5 kg / 10 sqm and M&L for premixed hot mix Asphaltic Semi Dence Concrete using 5.5% binder content (VG-30 Grade paving bitumen) by weight of total mix and with thickness of 30 mm (consolidated Thickness) including rolling with 8 to 10 tonne power road roller to uniform and smooth surface and consolidation to required gradient and camber all as specified and directed.
Note1 : Cement shall be used as filler at mininum 2% by weight of total mix in event of variation in design mix the percentage of filler content shall be on plus side adopted. (b)SDAC shall be as per MORTH specification Note2: - (i) Laying shall be done by means of self-propelled mechanical paver, finishing with electronic sensor and hydraulic controls with suitable speed and capable of laying, spreading, tamping and finishing. (ii) Mix shall be obtained from computerized hot mix plant and spreading shall be done by using mechanical paver only) (iii) The mix shall be designed by job mix formula and approved by GE. (iv) Cost of testing charges, materials and transportation etc for job mix formula and Independent testing during execution of work shall be inclusive in the unit rate quoted and no extra payment shall be made on this account.
M&L for premix bituminous macadam (consolidated thickness not more than 75 mm) with 4% binder content of paving bitumen of grade (VG-30) by weight of total mix laid and rolled with 8-10 tonne power roller to required gradient and camber up to outer edges of roads on existing black top surfaces complete all as specified and directed. NOTE: - (i) Cost of testing charges, materials and transportations etc for job mix formula shall be inclusive in the unit rate and no extra payment shall be admissible on this account. (ii) Mix shall be obtained from hot mix plant and spreading shall be done by using mechanical paver only.
S&F in repair Cat Eye as (Road Stud) two way reflective type of aluminium alloy body of size 110mm x 120mmx 24 mm and weight of 435 gms in Red, Amber or white in colour fixed with and including all necessary items as per manufactures instructions complete all as specified and directed. (Make - Dark Eye Model No DA 972.0 or equivalent of 3M/Sun Eyes)
M&L for moorum / Red bajri filling in floors or pavings road side berms, laid in layers not exceeding 15 cm thick, spread, levelled and rammed including watering etc complete all as specified and directed.
S&F in repair solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/0.3 watt one NI-ed rechsrgeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructon etc all as specified and directed complete all as specified & directed. Make - SUNEYES/ Dark Eye / 3M/Alcolite/solar
S&F in repair road Solar delineator made of 50 mm round MS pipe 80 to 100 cm high above ground level with high four quality LED flashing light of red or yellow in colors with operating tme of 3-4 consecutive days (with full charge) complete all as specified and directed as per manufactures instructions complete all as specified & directed. . NOTE : 1. Excavation, removal of surplus soil and size of pcc pit is 200mm x 200mm x 200 mm filled with pcc 1 :2:4 type B-1. rate quoted shall be included above. Make - Dark Eye (Model No : DA 112 ) or equivalent of SUNEYES/ 3M/Alcolite/solar
Demolition old laid bedded and pointed in any mortor stone slabs and tiles of any description or thickness in floors, aprons etc complete all as specified and directed.
M & L 80mm thick Machine pressed rubber moulded precast concrete interlocking paver block glossy look any shape and size confirming to IS 15658 2006, of M-40 grade with grey coment and pigment complete all as specified and directed. (Make :- Mehatab Tiles, NITCO tiles ,Metro tiles, Dayal shri Processors)
M & L sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.
S&F in repairs flexible PU type spring post 900mm having base diameter 200mm and pole dia 80mm, non fading colour and UV stablized having 3 Nos reflective bands of 75mm each fixed with necessary arrangements complete all as specified and directed.
M & L PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in drains and surface channels complete all as specified and directed.
S&F in repair Manufacturing, supplying and fixing Retro reflective informatory sign boards of rectangular / square/ circular shape of size exc. 0.5 sqm but n.exc. 1.5 sqm with support length of 2000 mm and made up of 2 mmm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting confirming to type-IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, massage (bi-lingual), symbols and borders etc. as perIRC 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure confirming to class -2 of ASTM-D-4956-01 and fixing the same with suitable size aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. of M.S. angle of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts and fixing in ground with PCC (1:3:6 type C-2) etc. complete as per specification and directed by Engineer-in-charge.
M&L for marking lines,dashes,arrows,letter etc 15 cm wide on bituminous surface with retro refluctive thermoplastic road marking paint with refluctor sign glass beads @ 250 gms per Sqm area confirming to MOST & BIS specification of thickness 2.5-3.0 mm thick of white /golden/yellow as approved colour/shade and applied with machine as per manufacturer instruction including preparation of surface i.e cleaning of surface by removing all dust,dirt,oil grease etc complete all as specified and directed.
M&L for 100 mm thick PQC design mix for pavement / hard standing of flexural strength 45 kg/Sqcm and minimum 400 kg of cement per Cum, with non circular Synthetic Fiber @ 0.25% by weight of cement complete all as specified and directed. (NOTE : Synthetic fiber shall be measured and paid separately)
Supply only polyster triangular fibres as secondary reinforcement in PQC concrete.
M&L for forming 150mm depth, 20mm wide expansion joint filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound grade 'A' complete all as specified and directed.
M&L for forming contraction/Dummy joint 65mm X 10mm wide filled with sealing grade 'A' compound complete all as specified and directed.
Narayandas Phoolchand Mishra Infrastructures Pvt. Ltd.
M/S Anil Enterprises
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