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Tender Value
₹28 Cr
EMD Value
₹56 L
Closing Date
21 Jul 2026, 5:00 pm
Similar tender results from the same govt authority in the past 3 years.
EXECUTIVE ENGINEER MALVIYA NAGAR ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN TONK ROAD, KRISHNA NAGAR, LALKOTHI, JAIPUR
WORK RELATED TO COVERING OF GANDHE DRAIN JAIPUR FROM GIRDHAR MARG TO SATYENDRA VIDYARTHI MARG.
2026_DLB_569605_1
25 EXECUTIVE ENGINEER MALVIYA NAGAR ZONE
Open Tender
Civil Works
730 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹20,000
ONLINE PAY IN JAIPURMC WEBSITE
₹56 L
Yes
JAIPUR
19 Jun 2026
19 Jun 2026
23 Jul 2026
20 Jun 2026
21 Jul 2026
6 Jul 2026
26 Jun 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.Cement Concrete Grade M-15 and above and PCC blocks | - | Cum | 678 | - |
| 2 | Cleaning and removal of earth, silt, sludge, kankar, boulder, building material and garbage in existing nallah/drains including construction of bypass arrangement to bypass water with 1.5m lift from ground level and lead upto 50 m including foul & saturated condition where pumping out or bailing out of water is required, including shoring, shuttering where required and dewatering. Making access for
disposal and dressing disposal side as per the directed of the Engineer.For depth above 6.00 m and upto 7.50 m | - | Cum | 661 | - |
| 3 | 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, etc. Depth upto 1.5 m | - | Cum | 229.5 | - |
| 4 | Bored cast-in-situ R.C.C. pile with design mix concrete using batching plant, transit mixer and concrete pump, excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. as per clause 1100, 1600 & 1700 of MoRT&H Specification including all material, labour and machinery. | - | - | - | - |
| 5 | 600 mm dia pile | - | - | - | - |
| 6 | RCC Grade M -30 (Design mix) | - | Rm | 4,250 | - |
| 7 | Providing and laying TMT bar reinforcement at any level in foundation/ pile/ pile cap complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and | - | tonne | 83,600 | - |
| 8 | Reinforcement with TMT bar in super structure | - | Tonne | 85,900 | - |
| 9 | Plie load testing on single vertical piles in accordance with IS 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per direction of Engineer and as per clause 1100 of MoRT&H specification including all labour, material, machinery. | - | - | - | - |
| 10 | Initial and routine vertical load test | - | Tonne | 392.5 | - |
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