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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.6 LAdmitted-Finance | -12.99% | ₹7.6 L | L1 | Admitted-Finance |
| 2 | L2₹7.6 LAdmitted-Finance | -12.00% | ₹7.6 L | L2 | Admitted-Finance |
| 3 | L3₹7.9 LAdmitted-Finance | -9.00% | ₹7.9 L | L3 | Admitted-Finance |
| 4 | L4₹8.1 LAdmitted-Finance | -6.99% | ₹8.1 L | L4 | Admitted-Finance |
| 5 | L5₹8.4 LAdmitted-Finance | -2.99% | ₹8.4 L | L5 | Admitted-Finance |
Tender Value
₹8.7 L
EMD Value
₹10,500
Closing Date
28 Apr 2026, 12:00 pmClosed
AEWWMWSS-II
AEWWMWSS-II office vile parale
Fabrication and erection of a weather protection shed, along with allied works
2026_MCGM_1296098_1
Dy.HE/Maint/491
Open Tender
Metal Fabrication
30 days
VHLR
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,712
₹10,500
4 Jun 2026
22 Apr 2026
29 Apr 2026
22 Apr 2026
28 Apr 2026
22 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Fabrication and erection of a weather protection shed, along with allied works, at Veravali High Level Reservoir and Veravali Hill Reservoirs No. 1 & 2 under AE WW (M), WS South-II | ||||||
| 1.01 | Providing, detailing, composite fabricating members like Trusses, N-girders, girders, bracings, supports, purlins, runners, and similar structural steel members fabricated usingM.S. hollow tubular steel sections (circular & rectangular pipes), of TATA Structura Make or equivalent conforming to IS 1239 part 1 and 2 and of grade Fe 250 as per specifications and approved fabrication drawings (which are to be prepared by Contractor and got approved from Engineer), including transportion
of the same to site, erection of structural steel members for all heights & at all levels, provision of necessary erection bolts, fixing bolts, nuts, washers, cleats, stiffeners, gussets, base plate, and all necessary operations like preheating as per specifications, straightening, bending, cutting, drilling, grinding, machining if specified, welding,grinding, removing the welding burr and preparing surface for painting with wire brush cleaning and applying two cplates, baseplates, bolts in M.T.) | - | MT | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | Providing and fixing single skin trapezoidal profiled sheeting 930 - 1020mm cover width 28-32 mm crests depth at 186-250 c/c ( above 195 mm c/c crest distance there will be minimum 2 ribs at the centre for stiffening). The feed material shall be manufactured from AZ 150(min. 150 gms/sq.mt total on both sides) Zincalume / Galvalume sheets of minimum yield strength of 550 MPa, 0.45 mm BMT, ( 0.5 mmTCT excluding paint coating thickness), metallic hot dip coated with AlZn alloy
(55% Aluminium, 43.5% Zinc, 1.5% Si ) as per AS 1397 / IS15961 & painted with
Super Durable Polyester Colorbond steel XRW
or equivalent quality paint system of apporved color, suitable for exterior application conforming to AS/NZS 2728:2007 type-4 / IS15965:class3 of approved
make. The sheet shall have a total coating thickness of 35 microns, super durable
polyester paint systemof 20 microns on exposed surface and 5 micron reverse polyester coat
on back surface over 5 micron primer coat on both surfaces. The paintsystem shall have stable inorganic pigments for color durability. The product will | - | SQM | - | - | BI01010001010000000000000515BI0100001114 |
| 1.03 | Excavation for foundations, substructures, basements, tanks, sumps, walls, chambers, manholes, trenches, poles, pits & general building
works in all types of soils, vegetable earth, soft murum, running sand, shingle, turf clay, loam, peat, ash, shale, slag, chalk, garbage, muddy/
marshy/ slushy soil, marine clay, reclaimed land etc. for depths/lifts upto 1.5M measured from the ground level, including dressing/ trimming the sides, leveling and ramming of bottoms, manual dewatering, removing rank vegetation, backfilling in layers not more than 200mm thickness, watering, consolidating, compacting to achieve
not less then 97% Modified Proctor density conforming to relevant IS, stacking the selected material in measurable heaps for future use within owners space or disposing within an initial lead of 150m as directed, loading, unloading, leveling excluding shoring, strutting etc.
complete as directed by Engineer-in-Charge.
Note:
1) The rate includes the handling/supporting the existing utilities such
as cables, drains, pipes, water mains etc.
2) It also includes the royalty and other taxes applicable if any.
For more details refer General Notes. | - | CUM | - | - | BI01010001010000000000000515BI0100001115 |
| 1.04 | Providing & Laying 150 mm thick dry stone Rubble Soling with average 150 mm size hard stone set in regular lines, handpacked and interstices thoroughly filled with small chips including filling in with good quality murum brought from outside, compacting with iron rammers, watering,
sand spreading 12mm thk. layer of grit on top etc complete as directed by Engineer In Charge.
(Note: The rate includes the royalty and other taxes if any) | - | SQM | - | - | BI01010001010000000000000515BI0100001116 |
| 1.05 | Providing and laying in position plain cement concrete of
specified grade cement with trap/granite/quartzite/gneiss metal mixing in concrete mixer including bailing out water,
compacting, finishing surface, curing and including the cost of centering and shuttering at all level : | - | CUM | - | - | BI01010001010000000000000515BI0100001117 |
| 2Providing and fixing UV resistant selffit UPVC pipes of approved make for Rainwater downtakes confirming to IS 13592:1992 Type A suitable for 4kg/sqcm pressure for following pipe diameters including rain water receiving recess with pvc plug bend necessary fittings such as offsets shoes, fixing the pipes on wall with clips filling the joints with solvent/cement and necessary scafolding etc. complete as directed by Engineer In Charge. 100Mm dia | ||||||
| 3Providing and fixing box type precoated gutter of width 350 mm and depth 250 mm clear inside, made of 22 gauge G.I.sheets with socket type opening on top to receive ferrules from longitudinal truss gutters and ferrules at end, with all the fixtures and fastenings, gutters to be supported on M.S. flat hangers 750 MM C/C which are fixed on top as directed and laid to proper slope, as specified including making necessary connections with rain water pipes etc complete and as directed. (Rate includes cost of hangers, the fixing charges, 3 coats of synthetic enamel paint, and welding if required). | ||||||
| 4Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane 22.20.1 3 mm thick | ||||||
| 5Providing, detailing, fabricating and fixing at desired location using hot rolled sections and MS Plates of grade Fe 250 as per specifications and approved fabrication drawings (which are to be prepared by Contractor and got approved from Engineer), transporting to site and erecting structural steel members for all heights & at all levels including provision of necessary erection bolts, fixing bolts, nuts, washers, cleats, stiffeners, gussets, base plate, and all necessary fixtures and operations like preheating as per specifications, straightening, bending, cutting, drilling, grinding, machining if specified, welding, grinding and removing the welding burr and preparing surface for painting with wire brush cleaning and applying two coats of epoxy red oxide zinc phosphate primer of 30 microns each and two coats of Epoxy Corrosion Resistant Enamel paint of 30 microns after fabrication including touching up with spray painting after erection etc complete as directed by Engineer In Charge. (The qty. for this item shall be measured for gusset plates, base plates, bolts in M.T.) | ||||||
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