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Tender ID
Tender Value
₹12.4 L
EMD Value
₹24,860
Closing Date
11 May 2026, 6:00 pmClosed
Executive Engineer PWD DN-Pali
PWD OFFICE DN-PALI
Renewal work of Kirwa Guda Endla Road Km 1/0 to 4/0 (RIDF-27) (Risk and Cost).
2026_CEPWD_554587_7
PWD-PALI-NIT03-2026-27
Open Tender
Construction Works
Percentage
60 days
PALI
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
Executive Engineer PWD DN-Pali and MD,RISL,Jaipur
₹24,860
Yes
28 Apr 2026
28 Apr 2026
12 May 2026
28 Apr 2026
11 May 2026
28 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 | Clearing grass and removal of rubbish maximum 150mm in thickness upto a distance of 100 Mtr outside the periphery of the area by manual means . Note ; where only grass is met with , the area clear shall be measured & paid for under this item ( MORTH clause 201 ) | - | P.Hectare | 18,216 | - |
| 2 | Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 :For grading-III with CBR value not less than 20.to attain 100% proctor density. | - | P.Cum | 261 | - |
| 3 | Providing, laying, spreading and compacting stone aggregate of specfic as per table 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing roll-ing with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill-up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specfication : Clause 404] ( By manual means).Grading III, 53 mm to 22.4 mm, @ 0.91 cum per 10 Sqm for compacted thickness of 75 mm. (Crusher broken) Stone screening type 'B' | - | P.Cum | 1,293 | - |
| 4 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502,112 ( Including cleaning of road surface )Add extra to item No. 6.1 for additional 0.1 Kg per Sqm emulsion | - | P.Sqm | 23.84 | - |
| 5 | Providing and applying tack coat on the prepared surface ,with bitumen emulsion as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI.503,112 ( Including cleaning of Road Surface) | - | P.Sqm | 11 | - |
| 6 | Providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm.(60/70 grade) and aggregates in Hot Mix Plant, transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne but excluding cost of tack and seal coat with lead for mix of material 1 Km.[MORTH Specification : Clause 511,112] In approved Hot Mix Plant as per clause 6.5 of Manual, including loading of aggregates with F.E loader with bitumen VG-30. | - | P.Sqm | 84 | - |
| 7 | Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall, including rolling with a smooth wheeled roller 8 - 10 tonne capacity finished to required level and grades, complete as per MORTH specification clause 513a) Type A - comprising of 11.2 mm to 2.36 mm size aggregate @ 0.09 Cum per 10 Sqm and bitumen binder (VG-30 grade) @ 9.8 Kg / 10 sqm | - | P.Sqm | 42 | - |
| 8 | Removal of existing sealant and re-sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material hot poured rubberised bitumen or cold polysulphide type as per Clause 602.2.8 with appropriate type of primer complete as per MORTH specification Clause 3005.2.. | - | P.Mtr | 94 | - |
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