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Tender ID
Tender Value
₹19.0 L
EMD Value
₹37,940
Closing Date
25 Mar 2026, 12:00 pmClosed
COMMISSIONER JMC
NAGAR NIGAM JODHPUR
Construction work of Sewer line from bambay motar circle to 12th road circle (zone7)
2026_DLB_547984_3
NIT NO. 31 DATE 09/03/2026
Open Tender
Civil Works
Percentage
180 days
NAGAR NIGAM JODHPUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
COMMISSIONER JMC
₹37,940
Yes
25 Mar 2026
23 Mar 2026
25 Mar 2026
23 Mar 2026
25 Mar 2026
23 Mar 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 | Providing and fixing Barricading at site of work for restricting the
general public using 80-100 mm dia Wooden Ballies as vertical post
with average spacing of 1.80 meter between two vertical posts,
having height at least 1.5 m above road/ ground level and at least
30-45 cm below road/ ground level by making suitable size hole in
road/ ground, providing and fixing two rows of 80-100 mm Wooden
Ballies as horizontal members with jute russies. Both vertical and
horizontal members shall be painted in red and white colour strips as
per approved pattern as and when it becomes shabby but at least
after every alternate shifting at new location. After shifting/ removal
of barricading holes shall be filled up properly and site is to be
cleared in all respect. (Note: measurement is to be done in linear
basis) | - | mtr | 114 | - |
| 2Providing and Fixing Minimum 0.63mm thick GI corrugated sheets (minimum width of each sheet shall be 60 cm) for covering the barricading in one/ two rows one above another and painting in red and white stripes as per the specifications and directions of the Engineer In-charge with proper fixing arrangements with GI limpet washers nuts and bolts complete in all respect. | |||||
| 3 | Providing Barricading for Trenches using 80 - 100 mm dia Wooden
Ballies as vertical post, atleast 1.5m above ground level and atleast
30-45 cm below ground level at a spacing of 3 m. Two rows of PVC
Tape (preferably red in colour) strip barricading horizontal strip
securely tied by the vertical members. Vertical members shall be
painted in red and white colour. Rate is inclusive removal and
cleaning of site complete in all respect. | - | mtr | 113.5 | - |
| 4Dismantling of existing structures like culverts, bridges, retainingb 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-10 (1:5:10) and below | |||||
| 5Cement Concrete Grade M-15 and above and PCC blocks | |||||
| 6Providing and fixing OPEN timbering in trenches of sewer line and manholes including strutting, shoring and packing cavities (wherever required) complete for following depth below NGL.Depth upto 3.0 m | |||||
| 7Earth 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. 4.2.1 In all type of soil | |||||
| 8Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers 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 including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m | |||||
| 9Add extra for overall depth of excavation above 1.5 m and upto 3.0 m over item no 17.1.1.1 | |||||
| 10Providing granular bedding having width = outer dia of pipe (Bc) + 500mm, thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.5Bc, with graded hard crusher broken stone of 100% passing through 20mm sheive, 20 to 50 % passing through 10mm sheive and 100 % retain on 6.3mm sheive, laying in layers of thickness 10/15cm including ramming, consolidation etc complete for all type of pipes of following sizes as per drawing and or as directed by Engineer. 250 mm internal diameter | |||||
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