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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | -18.36% | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹4.0 L (3.38%)Admitted-Finance | -15.60% | ₹1.2 Cr+₹4.0 L (3.38%) | L2 | Admitted-Finance |
| 3 | L3₹1.3 Cr+₹5.9 L (4.91%)Admitted-Finance | -14.35% | ₹1.3 Cr+₹5.9 L (4.91%) | L3 | Admitted-Finance |
| 4 | L4₹1.3 Cr+₹12.1 L (10.1%)Admitted-Finance | -10.11% | ₹1.3 Cr+₹12.1 L (10.1%) | L4 | Admitted-Finance |
| 5 | L5₹1.4 Cr+₹16.9 L (14.1%)Admitted-Finance | -6.83% | ₹1.4 Cr+₹16.9 L (14.1%) | L5 | Admitted-Finance |
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
1 Jun 2026, 6:00 pmClosed
Superintending Engineer, PWD Circle Dausa
Office of the SE, PWD Circle Dausa
CONSTRUCTION OF ATAL PRAGATI PATH FROM PAPARDA TEHSIL BUILDING TO MAIN CHORAHA PAPARDA
2026_CEPWD_562124_1
NIT 02/2026-27 SE PWD Circle Dausa
Open Tender
Civil Works - Roads
Percentage
120 days
Under Jurisdiction of Dn. Dausa
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Through Online E-Grass Challan office ID 11733
₹2.9 L
Yes
9 Jun 2026
23 May 2026
2 Jun 2026
23 May 2026
1 Jun 2026
23 May 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 grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRTH Specification Clause 201. By Manual Means | 0.69 | P.Hect. | 6,700 | ₹4,623 |
| - | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRTH Specification Clause 305.4.3 | 9,632 | P.Sqm | 13 | ₹1,25,216 |
| - | Construction of Embankment with Material Obtained from Borrow Pits 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. | 619.2 | Cum | 44 | ₹27,244.8 |
| - | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material | 967.5 | P.Cum | 407 | ₹3,93,772.5 |
| - | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate By Mechanical Means | 905.81 | P.Cum | 1,002 | ₹9,07,621.62 |
| - | Cement Concrete Pavement Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in fully automatic Computerised Batching Plant compatiable with Printer and Pen Drive and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film 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 with all required equipments (Dowel Bars & Tie Bar will be paid seprately) | 2,419.25 | P.Cum | 5,160 | ₹1,24,83,330 |
| - | Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge. | 2,521.61 | P. Kg. | 66 | ₹1,66,426.26 |
| - | 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 | 40 | Rmt | 612 | ₹24,480 |
| - | PART - B : ROAD FURNISHING
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) | 2 | Each | 1,869 | ₹3,738 |
| - | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 200 m stone (precast) | 7 | Each | 388 | ₹2,716 |
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Bid_Atal_Path_Tehsil_Building_to_Paparda.pdf
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