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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹46.9 LAdmitted-Finance | -1.65% | ₹46.9 L | L1 | Admitted-Finance |
| 2 | L2₹47.9 L+₹1.0 L (2.19%)Admitted-Finance 187 PARKOTE WALI LINE NEW ANAJ MANDI JAIPUR RAJASTHAN 302003 | JAIPUR | RAJASTHAN | 302003 | +0.50% | ₹47.9 L+₹1.0 L (2.19%) | 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
VARIOUS DEVELOPMENT WORKS AT NAHRI KA NAKA CEMETERY. SANCTIONED FROM MLA FUND
2026_DLB_549848_1
04 EXECUTIVE ENGINEER KISHANPOLE ZONE
Open Tender
Civil Works
Percentage
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 levelIn all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m | - | cum | - | - |
| 2 | (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 | - | - |
| 3 | (23.2.2) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | cum | - | - |
| 4 | (22.1.6) 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 Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 5 | (23.19.6) Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars. | - | KG | - | - |
| 6 | (40.72) Providing and fixing fine dressed Nimbaheda sand stone "Ornamental Todies" with ornamentation on both side & including lamcha as per existing matching stone with carving & moulding work with fine finishing , fixing in grinded lime surkhi mortar 1:2 including scaffolding, lead & lift complete in all respect.SIZE ( 0.72X0.55 X 0.20 | - | EACH | - | - |
| 7 | (26.3) Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand) including making the necessary chases in stone and holes in walls wherever required | - | KG | - | - |
| 8 | (26.6.2.1) Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured along the slope in cement mortar 1:4 (1 cement : 4 coarse sand) with 12mm diameter anchoring steel bar 45 cm long fixed in each stone and supported on and including with bricks cove of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shadeWhite sand stoneWith bricks | - | sqm | - | - |
| 9 | (26.25.3) Supplying and fixing machine cut fine dressed Red/Pink sand stone dasa or coping, with full moulding if required laid on cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade75 mm thick | - | sqm | - | - |
| 10 | (30.35) Random rubble dry stone Kharanja (soling) under floor. | - | CUM | - | - |
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