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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹35.7 LAccepted-AOC | 1 | Accepted-AOC Lowest and reasonable | |
| 2 | 2₹38.4 L+₹2.4 L (6.63%)Rejected-Finance 498 GANNAUGHT ROAD MHOW MP PIN 453441 | MHOW | INDORE | MP | 453441 | 2 | Rejected-Finance Other than lowest | |
| 3 | 3₹39.0 L+₹3.0 L (8.28%)Rejected-Finance | 3 | Rejected-Finance Other than lowest | |
| 4 | 4₹39.4 L+₹3.4 L (9.52%)Rejected-Finance | 4 | Rejected-Finance Other than lowest |
Tender Value
₹39 L
EMD Value
₹78,000
Closing Date
23 Aug 2022, 6:00 pmClosed
CWE Mhow
HQ CWE Mhow Cantt Mhow -453441
SPECIAL REPAIR TO FROM SBI CHOWK TO DSC PLATOON NEAR JUNIOR COMMAND WING REAR SIDE AND NEAR SENIOR COMMAND WING ALONGWITH CONNECTED WKS AT AWC UNDER GE AWC MHOW
2022_MES_540031_1
CWE(MHOW)/08(T) OF 2022-23
Open Tender
Civil Works - Roads
Item Rate
180 days
HQ CWE Mhow
Please refer tender documents
8 documents required · 8 mandatory
₹500
Yes
GE AWC Mhow
₹78,000
Yes
20 Oct 2022
22 Jul 2022
25 Aug 2022
22 Jul 2022
23 Aug 2022
11 Aug 2022
Amount
M&L for preparing 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 applying evenly a tack coat with bitumenous primer using paving bitumen VG-10 at the rate of 05 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 marking lines, dashes, arrows, letter etc exc 10 cm wide on bituminous surface with retro reflective thermoplastic road marking paint with reflector sign glass beads @ 250 gms per sqm area conforming to MOST & BIS specification ,of thickness 2.50 to 3.00 mm thick of colour white/golden/yellow as approved by GE and applied by using automatic road making spray machine as per manufactures instruction including preparation of surface ie cleaning of surface by removing all dust ,dirt,oil grease etc complete all as specified and directed
S&F in repairs Road studs (cat's eye) made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite) or HIP (High impact polstyrene or ABS having electronically welded micro prismatic lens with abrasion resistant coating as approved. The cats eye shall support a load of 13635 kg tested in accordance with ASTM D4280. The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I:809 as recommended in BS:873 part 4 : 1973. The studs shall be fixed to the road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as direction of Engineer-in-Charge
Scarifying or picking up gravelled,macadam or bituminous macadam surface in area exceeding 400 Sqm and depth not exceeding 50 mm deep and removing to a distance not exceeding 50m and all removed from site etc complete all as specified and directed.
Demolition of stone slab and tiles laid dry and any description or thickness in floors, aprons etc complete all as specified and as directed
M&L 80 mm thick Machine Pressed Precast concrete interlocking Paver block glossy finish any shape and size as approved by GE confirming to IS 15656 2006, M-40 grade with grey cement and pigment laid dry & joints filled over and including 40mm thick fine sand cushioning complete all as specified and directed.
M & L for PCC (1:4:8), type D-2, using 40mm graded stone aggregate in foundation mass concrete and filling any other location complete all as specified and directed.
M&L for Fly ash Brickwork with modular sub class 'B' bricks, straight or curved on plan exceeding 6 M mean radius in built in cement and sand mortar 1:6 including demolition of existing brick work complete all as specified.
M&L for 15mm thick rendering in cement mortar (1:4) on fair faces of brick walls or concrete surface finished even and smooth without using extra cement all complete all as specified and as directed.
Earth work in excavation of all kind of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. complete all as specified and directed.
M&L hardcore of stone (granite/basalt/trap) boulders or broken stone of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface, complete all as specified and directed.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, joined with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required , complete all as specified and directed.
M&L PCC 1:2:4 type B-1 using 20mm grade stone aggregate as in cills, steps, seismic and other similar bands, plinth courses, string courses, parapets and railing upto 60cm in height, coping, kneelers, apex stone bed plates, etc and like including weathering slightly rounded or chamfered angles and throating, as directed including necessary use and waste of form works, complete all as specified and directed.
S&F Reinforced concrete pipes 150mm bore, class NP2, laid and jointed complete with collars, complete all as specified and directed.
M/S GARG CONSTRUCTION
Choudhary Traders and Engineers
Bharadwaj Builders
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