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Tender Value
₹18.4 Cr
EMD Value
₹36.9 L
Closing Date
22 Jun 2026, 6:00 pm
EXECUTIVE ENGINEER HAWA MAHAL-AMER ZONE
PANDIT DEENDAYAL UPPADHYAY BHAWAN, TONK ROAD, KRISHNA NAGAR, LALKOTHI JAIPUR
Construction of Drain from Sawadon ki Dhani to Lalwas Dungari Hanuman Ji, Deepak Nagar and Pani ki tanki to Bheru Ji Mandir, Hawamahal Zone, Nagar Nigam, Jaipur, Rajasthan.
2026_DLB_564047_1
15 EXECUTIVE ENGINEER HAWA MAHAL-AMER ZONE
Open Tender
Civil Works
540 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹5,000
ONLINE PAY IN JAIPURMC WEBSITE
₹36.9 L
Yes
JAIPUR
1 Jun 2026
1 Jun 2026
23 Jun 2026
2 Jun 2026
22 Jun 2026
16 Jun 2026
8 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 | (2.4) 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 | (2.4.2) Cement Concrete Grade M-15 and above and PCC blocks | - | Cum | 678 | - |
| 3 | (2.4.5.2) Dismantling Stone Masonry
Rubble stone masonry in cement mortar (For Nalla Walls) | - | Cum | 386 | - |
| 4 | (35.22.2) Cleaning and removal of earth, silt, sludge, kankar, boulder, building material and garbage in existing nallah/drains including construction of bye pass arrangement to byepass 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 For
For depth above 1.50 m and upto 3.00 m | - | Cum | 472.5 | - |
| 5 | (33.26) Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like (Average 12 KL per day for 120 Days duration) | - | Kilo Litre | 151.5 | - |
| 6 | (4.1) 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 level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. | - | - | - | - |
| 7 | (4.10.1.1) Depth upto 1.5 m | - | Cum | 229.5 | - |
| 8 | (4.10.1.2) Add extra for overall depth of excavation above 1.5 m and upto 3.0 m over item no 4.10.1.1 | - | Cum | 16.1 | - |
| 9 | (1.1) Carriage of Materials by mechanical transport including loading, unloading and stacking : | - | - | - | - |
| 10 | (1.1.2) Sand, bazri, ballast, kankar 5KM | - | Cum | 203.81 | - |
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