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Tender Value
₹11.7 L
EMD Value
₹23,420
Closing Date
18 Jun 2026, 6:00 pmClosed
EE PWD DN I SIKAR
EE PWD DN I SIKAR
S/R to Renewal work on MDR 100 to Chokari Ch 48/100
2026_CEPWD_566425_2
NIT 06/2026-27 EE PWD DN I SIKAR
Open Tender
Civil Works
Percentage
60 days
Sikar
Please refer Tender Documents.
2 documents required · 2 mandatory
₹500
Through online eGRAS Challan Sikar 14116
₹23,420
Yes
10 Jun 2026
10 Jun 2026
19 Jun 2026
10 Jun 2026
18 Jun 2026
10 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 | Part-A (Road Work) | - | - | - | - |
| - | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.
By Mechanical Means
In area of non-thorny jungle | 0.1 | P.Hectare | 10,374 | ₹1,037.4 |
| - | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 | 900 | P.Cum | 44 | ₹39,600 |
| - | Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method Providing laying spreading and compacting specified graded sand, gravel (crushedstone)asperTable400-1,400-2oranyothercourse materialasperdesignmix,asperCBRinsubbasecourseincluding
premixing thematerial atOMC inwetmixplant, carriageofmixed material spreadingin uniform layers with motor graderF.Eloaderona prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery,
lighting guarding, barricading and maintenance of diversion
complete.[MoRTHspecification :Clause401].Bymechanicalmeans with a lead of 1 Km. For All Rajasthane xcept Bikaner,Churu,Hanumangarh and Sri
Ganganagar For Grading-I Material | 142.62 | p.cum | 773 | ₹1,10,245.26 |
| - | Water Bound Macadam Sub-base/base with Stone Screening WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rollingwith smooth wheel roller80-100kNinstagestopropergradeandcamber,applying
and brooming, stone screening to fill-up the interstices of coarse aggregate ,watering and compacting to there quired density Grading2 as per MoRTH Specification Clause 404. using Crusher borken aggregate ForAllRajasthanexceptBikaner,Churu,HanumangarhandSri
Ganganagar By Mechanical Means | 57.38 | P.Cum | 1,002 | ₹57,494.76 |
| - | Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) | 153 | P.Cum | 4,811 | ₹7,36,083 |
| - | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row . Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.300 mm dia | 15 | P.Mtr. | 612 | ₹9,180 |
| - | Part-B (Road Furniture work) | - | - | - | - |
| - | Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. | 1 | P.Each | 10,045 | ₹10,045 |
| - | Semi Reflective Traffic Signs
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications. 600 mm equilateral triangle | - | - | - | - |
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