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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹34.3 LAccepted-AOC 1006 MANAK CHOUK MHOW DIST INDORE MADHYA PRADESH453441 | INDORE | INDORE | MADHYA PRADESH | 453441 | 1 | Accepted-AOC Lowest and reasonable | |
| 2 | 2₹34.3 L+₹6,329.42 (0.18%)Rejected-Finance | 2 | Rejected-Finance Second lowest | |
| 3 | 3₹35.3 L+₹1.1 L (3.12%)Rejected-Finance 498 GANNAUGHT ROAD MHOW MP PIN 453441 | MHOW | INDORE | MP | 453441 | 3 | Rejected-Finance Third lowest | |
| 4 | 4₹35.5 L+₹1.2 L (3.65%)Rejected-Finance | 4 | Rejected-Finance Fourth lowest | |
| 5 | 5₹36.2 L+₹2.0 L (5.78%)Rejected-Finance 17 1 OLD PALASIYA INDORE MP 452001 | INDORE | MADHYA PRADESH | 452001 | 5 | Rejected-Finance Fifth lowest |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
15 Jul 2024, 6:00 pmClosed
CWE Mhow
HQ CWE MHOW, MHOW CANTT, MHOW, M.P-453441
REPAIR RESURFACING TO BITUMEN ROADS CONCRETE ROADS AND PATHS AT VARIOUS LOC UNDER THE AOR OF GE AWC MHOW
2024_MES_659988_1
CWE/MHOW/23(T) of 2024-25
Open Tender
Civil Works
Item Rate
180 days
HQ CWE Mhow
Pl refer tender docs
8 documents required · 8 mandatory
₹500
GE AWC Mhow
₹80,000
11 Oct 2024
14 Jun 2024
17 Jul 2024
14 Jun 2024
15 Jul 2024
1 Jul 2024
Amount
Scarifying or picking up gravelled,macadam or bituminous macadam surface in area exceeding 400 Sqm and depth not exceeding 50mm deep and removing to a distance not exc 50m and all removed from site etc including rolling and consolidation with power roller 8 to 10 tonne power roller complete all as specified and directed.
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 at the rate of 5 kg / 10 sqm and providing 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 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) The bitumonious mix shall be prepared in Hot mix plant and transported to the site in clean vehicle and shall be laid by means of a self propelled mechanical paver finisher with electronic sensor and hydraulic controls. (iii) Any Variation in binder content on minus side shall be adjusted @ of Rs 50/--per Kg of binder. No adjustment in price shall be made if the variation is on plus side.
Material and labour for applying prime coat with bituminous primer @ 10 Kg/10 Sqm over old scarified surface,complete all as specified and directed.
M&L for 80 mm thick Machine pressed precast interlocking paver block (glossy finished) any shape and size as approved by GE conforming to IS 15658-2006, M-40 grade with grey cement and no pigment dry laid over dry sand cushioning & joints filled with fine sand including demolition of stne slab/tiles/PCC of any description or thickness etc complete all as specified and directed. (Note :- Sand cushioning shall be measured and paid separately under relevant items)
M&L for 60 mm thick Machine pressed precast interlocking paver block (glossy finished) any shape and size as approved by GE conforming to IS 15658-2006, M-35 grade with grey cement and no pigment dry laid over dry sand cushioning & joints filled with fine sand including demolition of stne slab/tiles/PCC of any description or thickness etc complete all as specified and directed. (Note :- Sand cushioning shall be measured and paid separately under relevant items)
M&L for sand fillings under floors or in foundations including watering and consolidation for interlocking paver block complete all as specified and directed.
M&L for cement concrete1:4:8 type D2 using 40mm graded stone aggregate in foundations, filling and mass concrete and any other location etc and including demolition of PCC complete all as specified and directed.
M & L for providing precast cement concrete kerb stone/blocks (machine pressed), solid cement concrete (1:2:4) type B-1 using (20mm graded stone aggregate) as in finished at top bullnosed shap and finished surface even and smooth and jointed in cement mortar 1:4 stuck finished including necessary earth work complete with joints to match complete all as specified and directed.
M & L PCC 1:2:4 tpe B-1 using 20 mm graded stone aggregate as in cills, steps, selemic and other similar bands, plinth courses, string courses, parapets and railing upto 60 cm in height, coping, kneelers, apex stones bed plates, etc and the like including weathering, slightly rounded r chamfered angles and throating, as directed including necessary use and waste of form work, complete all as specified and directed.
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 manufacturere instruction complete as directed by Engineer-in-Charge. (Make - SUNEYES/ Dark Eye / 3M/Alcolite/solar)
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 rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufacture"s instructon etc complete all as specified & directed. Make - SUNEYES/ Dark Eye / 3M/Alcolite/solar
M&L for making lines, dashes,arrows,letters etc not exceeding 15 cm wide on bituminous/concrete surface with retro reflective thermoplastic road marking paint with reflector sing glass beads @ 250 gms per sqm area confirming to MOST & BIS specification, not less than 2.50 mm to 3.0MM thick of white/golden/yellow as approved colour/shade and applied with machine, as per manufacturer's instruction including preparation of surfaces i.e cleaning of surface by removing all dust,dirt,oil grease etc complete all as specified and directed. (Make:- Shalimark of STP Ltd or M/S Kataline Infra Product Pvt Ltd or equivalent as approved by GE) (Note :- The rate included for provision of red signals to keep off traffic from wet paint cleaning road surfaces and working during odd hours when traffic is light.
Choudhary Traders and Engineers (BID ID -3053363)
M/S GARG CONSTRUCTION (BID ID -3062247)
Bharadwaj Builders (BID ID -3051855)
Arpit Heights Private Limited (BID ID -3053888)
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