Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹48.3 LAdmitted-Finance 187 PARKOTE WALI LINE NEW ANAJ MANDI JAIPUR RAJASTHAN 302003 | JAIPUR | RAJASTHAN | 302003 | -1.51% | ₹48.3 L | L1 | Admitted-Finance |
| 2 | L2₹51.5 LAdmitted-Finance 95 BHATTO KI GALI PURANI VIDHAN SABHA KE SAMNE BADI CHAUPAR JAIPUR RAJASTHAN | JAIPUR | RAJASTHAN | 302001 | +5.21% | ₹51.5 L | L2 | Admitted-Finance |
Tender Value
₹49 L
EMD Value
₹98,000
Closing Date
17 Apr 2026, 6:00 pmClosed
EXECUTIVE ENGINEER KISHANPOLE ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
BOUNDARY WALL HEIGHTENING AND OTHER IMPROVEMENTS AT NAHRI KA NAKA CEMETERY. SANCTIONED VIA THE MLA FUND.
2026_DLB_549847_1
03 EXECUTIVE ENGINEER KISHANPOLE ZONE
Open Tender
Civil Works
120 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹590
ONLINE PAY IN JAIPURMC WEBSITE
₹98,000
Yes
22 Apr 2026
6 Apr 2026
20 Apr 2026
6 Apr 2026
17 Apr 2026
6 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 |
|---|---|---|---|---|---|
| 1 | (4.10.1.1) Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etcDepth upto 1.5 m | - | cum | - | - |
| 2 | (10.1) Providing and fixing precast cement concrete M-20 grade (Using mechanical Concrete Mixer) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick PCC M-10 grade foundation as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | - | mtr | - | - |
| 3 | (10.5.1) Painting two coats on specified surface with synthetic enamel paint of approved brand and shade, after thorough cleaning and necessary filling to give even shade as per clause 803 of MoRT&H Specification including all material, labourOn new plastered concrete surface | - | sqm | - | - |
| 4 | (21.1.7) Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size) | - | cum | - | - |
| 5 | (25.1) Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 6 | (23.1.2) Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | cum | - | - |
| 7 | (23.19.6) Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete.TMT BARS | - | kg | - | - |
| 8 | (24.5.2) Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) | - | CUM | - | - |
| 9 | (22.1.1) Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete | - | SQM | - | - |
| 10 | (32.3.3) Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar1:6 (1 cement : 6 fine/ coarse sand) | - | SQM | - | - |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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 • 0.46 MB
eproc03xenkpz.pdf
Tender Documents • 4.28 MB
BOQ_980198.xls
BOQ • 0.29 MB
Download all tender documents and submit your bid