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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.7 LAdmitted-Finance 45 B NEW MANDI MUZAFFARNAGAR U P | -26.20% | ₹16.7 L | L1 | Admitted-Finance |
| 2 | L2₹16.9 LAdmitted-Finance | -25.36% | ₹16.9 L | L2 | Admitted-Finance |
| 3 | L3₹17.2 LAdmitted-Finance | -24.11% | ₹17.2 L | L3 | Admitted-Finance |
| 4 | L4₹18.4 LAdmitted-Finance | -19.01% | ₹18.4 L | L4 | Admitted-Finance |
| 5 | L5₹20.4 LAdmitted-Finance PLOT NO 454 RAIGRON KI KOTHI PANCHAM PATTI DELHI BYPASS ROAD JAIPUR RAJASTHAN 302002 | JAIPUR | RAJASTHAN | 302002 | -10.10% | ₹20.4 L | L5 | Admitted-Finance |
Tender Value
₹22.7 L
EMD Value
₹45,354
Closing Date
12 Jan 2026, 6:00 pmClosed
EXECUTIVE ENGINEER HAWAMAHAL-AMER ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
NECESSARY DEVELOPMENT WORK IN KAAGDIWADA CREMATION OF NAGAR NIGAM JAIPUR HERITAGE
2025_DLB_524300_1
147 EXECUTIVE ENGINEER HAWAMAHAL-AMER ZONE
Open Tender
Civil Works
120 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹590
ONLINE PAY IN JAIPURMC WEBSITE
₹45,354
Yes
20 Jan 2026
1 Jan 2026
13 Jan 2026
1 Jan 2026
12 Jan 2026
1 Jan 2026
EARTH WORK
Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m.
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.
1) Depth upto 1.5 m
CARRIAGE OF MATERIALS
f) Beyond 5 Km upto 10 Km. per Km.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
7) 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size).
2) 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
STONE WORK (Masonry)
Random rubble masonry with hard stone in foundation and plinth :
1) Cement mortar 1:6 (1 cement : 6 coarse sand)
WATER SUPPLY (Building)
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
2) 1:4 (1 cement : 4 fine/ coarse sand)
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
1) New work (two or more coats) over and including priming coat with cement primer.
Finishing walls with Acrylic Smooth exterior paint of required shade :
1) New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
1) Two or more coats on new work
Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
2) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
1) 1.00mm thick with zinc coating not less than 275gm/m²
TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES
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.
Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 of MoRTH specification & type "A" as per IS : 278-1978 size designation 5 (line wire 2.24, point wire 2.00mm mass 97-106 g/m) including all material, labour.
CEMENT CONCRETE PAVEMENTS
Providing and fixing of 60mm thick precast cement concrete interlocking paver block casted with rubber moulds in approved reflective colour and design having minimum compressive strength of 300 kg/ sq cm. The CC paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications.
MATERIALS
Precast RCC M-30 bench consisting of 2 Nos. “L” shaped base support of thickness 100 mm back height 1000mm, front height 450 mm, base width 420mm and 5 Nos. RCC planks of size of 1500x100 x 50 mm and 1 Nos of 150x200x50mm
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