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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹39.9 LAdmitted-Finance | -26.54% | ₹39.9 L | L1 | Admitted-Finance |
| 2 | L2₹40.4 LAdmitted-Finance PLOT NO 31 418 SECTOR 3 ZONE 31 PRATAP NAGAR SANGANER JAIPUR | -25.51% | ₹40.4 L | L2 | Admitted-Finance |
| 3 | L3₹40.7 LAdmitted-Finance | -25.11% | ₹40.7 L | L3 | Admitted-Finance |
| 4 | L4₹41.5 LAdmitted-Finance 37 RK PURAM COLONY SITAPURA JAIPUR RAJASTHAN 302022 | JAIPUR | RAJASTHAN | 302022 | -23.56% | ₹41.5 L | L4 | Admitted-Finance |
| 5 | L5₹42.8 LAdmitted-Finance A 83 SAINI COLONY KARTARPURA JAIPUR RAJASTHAN 302015 | JAIPUR | JAIPUR | RAJASTHAN | 302015 | -21.11% | ₹42.8 L | L5 | Admitted-Finance |
Tender Value
₹54.3 L
EMD Value
₹1.1 L
Closing Date
28 Mar 2026, 6:00 pmClosed
EXECUTIVE ENGINEER SANGANER ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
SANGANER ZONE WARD NO. 102 REPAIR WORK IN MAHARANI JAYVANTA UDYAN, OPPOSITE SECTOR 83/57, SHAKUNTALA UDYAN, OPPOSITE SECTOR 83/175, PARK OPPOSITE SECTOR 68/415, PARK OPPOSITE SECTOR 68/181, PARK OPPOSITE SECTOR 68/189, PARK OPPOSITE SECTOR 68/42 PARK
2026_DLB_547084_1
269 EXECUTIVE ENGINEER SANGANER ZONE
Open Tender
Repair and Maintenance Works
180 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹1,770
ONLINE PAY IN JAIPURMC WEBSITE
₹1.1 L
Yes
2 Apr 2026
18 Mar 2026
30 Mar 2026
18 Mar 2026
28 Mar 2026
18 Mar 2026
(2.4.1) Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. Lime Concrete Cement Concrete Grade M-15 and above and PCC blocks
(4.2.1) Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. In all type of soil
(1.1.3) Carriage of Materials by mechanical transport including loading, unloading and stacking :: Stone, boulders, gravelly material
(25.2) Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) Extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories.
(32.3.2) 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/ mortar 1:4 (1 cement : 4 fine/ coarse sand)
(32.35.1) Finishing walls with Acrylic Smooth exterior paint of required shade : 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).
(32.50.1) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
(29.26.2) 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
(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).
(21.1.2) Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
(30.21.4) Chequered precast cement concrete tiles 22 mm thick in footpath & 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). Ordinary cement without any pigment.
(9.11) 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.
(9.12) Removing & re-fixing of precast cement concrete interlocking paving blocks of all sizes over 50 mm thick course sand bedding (duly compacted) including filling of joints with sand complete in all respect.
(39.48) Supplying, erecting and fixing in position specified precast RCC bench made of RCC grade M-30 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 RCC planks of 150x200x50mm including joining all parts with galvanised nuts and bolts of suitable size. All bolts to be sealed after assembly with nice finish and appearance and level complete in all respect as per direction of engineer in-charge. Every bench should have a manufacturer’s logo of appropriate size Engraved at suitable place.
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