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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.7 LAccepted-AOC C3 63 CHITRAKOOT YOJANA JAIPUR | ₹48.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹50.0 L+₹1.3 L (2.70%)Rejected-AOC | ₹50.0 L+₹1.3 L (2.70%) | L2 | Rejected-AOC L2 |
| 3 | L3₹51.2 L+₹2.5 L (5.11%)Rejected-AOC 47 SODALA NEW SANGANER ROAD JAIPUR RAJASTHAN 302019 | JAIPUR | RAJASTHAN | 302019 | ₹51.2 L+₹2.5 L (5.11%) | L3 | Rejected-AOC L3 |
Tender Value
₹58.6 L
EMD Value
₹1.2 L
Closing Date
22 Apr 2026, 6:00 pmClosed
EXECUTIVE ENGINEER MALVIYA NAGAR ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
WATER HARVESTING STRUCTURE AND CC CONSTRUCTION WORK IN S-BLOCK OF WARD NO. 76
2026_DLB_551191_1
08 EXECUTIVE ENGINEER MALVIYA NAGAR ZONE
Open Tender
Civil Works
Percentage
120 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹1,000
ONLINE PAY IN JAIPURMC WEBSITE
₹1.2 L
Yes
16 Jun 2026
13 Apr 2026
23 Apr 2026
13 Apr 2026
22 Apr 2026
13 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 | 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. | - | - | - | - |
| 2 | Cement Concrete Grade M-15 and above and PCC blocks | - | CUM | - | - |
| 3 | Lime Concrete, cement concrete grade M-10 (1:5:10) and below | - | CUM | - | - |
| 4 | 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 | - | CUM | - | - |
| 5 | Carriage of Materials by mechanical transport including loading, unloading and stacking Stone, boulders, gravelly material Beyond 5 Km upto 10 Km. per Km. | - | CUM | - | - |
| 6 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | - | CUM | - | - |
| 7 | Providing and making house service connections including dismantling, earth work etc from water supply distribution HDPE pipe line upto water meter chamber inside the property using HDPE (Class-PE 80) PN 6 composite pipes for upto 5 metre length. The item consisting of composite pipes of HDPE pipe below the ground level and GI class B pipe above the ground level including supply and fixing of ferrules, electro fusion saddle, clamps, rubber sheets, tapping, compression fittings etc, complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.20 mm Diameter HDPE below the ground & 15 mm GI pipe class B above the ground | - | EACH | - | - |
| 8 | Providing and laying un-reinforced, dowel jointed, plain cement concrete mix in pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid 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 complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.PCC M-20 | - | CUM | - | - |
| 9 | 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. | - | sqm | - | - |
| 10 | 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. | - | meter | - | - |
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