Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.8 LAccepted-Finance VILLAGE DHANI DULAT DISTT FATEHABAD VILLAGE TIBBI DHANI DULAT DISTT FATEHABAD 125106 | FATEHABAD | FATEHABAD | HARYANA | 125106 | ₹32.8 L | L1 | Accepted-Finance L1 |
| 2 | L2₹38.9 LRejected-Finance N A | PALWAL | HARYANA | 121004 | ₹38.9 L | L2 | Rejected-Finance L2 |
Tender Value
₹42.4 L
EMD Value
₹84,700
Closing Date
9 Apr 2026, 5:00 pmClosed
RAKESH
Municipal Council Fatehabad
Construction of RMC Road from Khanda Chowk to 4 Kothi in Ward no 5 with both side Footpath (Model Road) MC Fatehabda.
2026_HRY_511799_1
20260C5A417D 7EB1 47A2 958F B9956116704F272ULB
Open Tender
Civil Works
150 days
Fatehabad
1st time tender.
2 documents required · 2 mandatory
₹2,500
₹84,700
Yes
18 Jun 2026
30 Mar 2026
10 Apr 2026
30 Mar 2026
9 Apr 2026
30 Mar 2026
30 Mar 2026 - 1 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 |
|---|---|---|---|---|---|---|
| 1 | [10.17]Providing and laying polythene sheet under CC M-25 in road and parking complete in all respect [Through Rate] | 0.6 | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | [10.30.1]Providing and laying of chequered precast cement concrete tiles 22 mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 1. Light shade pigment using white cement [Through Rate] | 0.8 | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 3 | [11.71.1]Wall painting on a cement plaster surface with acrylic emulsion paint of approved brand and manufacture to give an even shade : 1. Two or more coats on new work [Through Rate] | 0.4 | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 4[14.9.1]Cement concrete lining 15cm thick or less for irrigation channels, using cement concrete 1:3:6 (M-10) 1. Concrete lining in bed. [Through Rate] | ||||||
| 5 | [17.45]Cement Concrete Pavement Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MORT&H specifications. [Through Rate] | 0.6 | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 6 | [17.5.3]Compacting Original Ground 3. Compaction of Earthwork
Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate] | 0.6 | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 7 | [17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate] | 0.6 | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 8[21.87.1.1]Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No.10.6) in foundations 1st class brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12mm in thickness of 1:2 cement sand plaster and finished with floating coat of neat cement 1 mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as Specified in item No. Item 21.48) complete to the requirement of the Engineer in-charge 1.1. Single road gully chamber - Size: 610mm x 457mm x 800mm [Through Rate] | ||||||
| 9[21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening [Through Rate] | ||||||
| 10 | [34.26]Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. [Through Rate] | 0.2 | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.72 MB
BOQ_590597.xls
BOQ • 0.25 MB
Download all tender documents and submit your bid