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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹27.0 LAdmitted-Finance | -22.25% | ₹27.0 L | L1 | Admitted-Finance |
| 2 | L2₹27.5 L+₹43,448.97 (1.61%)Admitted-Finance | -21.00% | ₹27.5 L+₹43,448.97 (1.61%) | L2 | Admitted-Finance |
| 3 | L3₹29.4 L+₹2.3 L (8.67%)Admitted-Finance | -15.51% | ₹29.4 L+₹2.3 L (8.67%) | L3 | Admitted-Finance |
| 4 | L4₹29.5 L+₹2.5 L (9.31%)Admitted-Finance 178 A BARODIA SCHEME NEAR RAILWAY STATION NEAR RAILWAY STATION BANI PARK JAIPUR RAJASTHAN 302006 UDYAM RJ 17 0169767 | JAIPUR | RAJASTHAN | 302006 | -15.01% | ₹29.5 L+₹2.5 L (9.31%) | L4 | Admitted-Finance |
| 5 | L5₹29.5 L+₹2.5 L (9.32%)Admitted-Finance | -15.00% | ₹29.5 L+₹2.5 L (9.32%) | L5 | Admitted-Finance |
Tender Value
₹41.0 L
EMD Value
₹82,040
Closing Date
26 Aug 2026, 6:00 pmClosed
Executive Engineer PWD Division Sapotra
Executive Engineer PWD Division Sapotra
Constt. Of Drain Work on Basodi Hanuman Ji Road
2026_CEPWD_590431_1
E-NIT No. 04/2026-27 Dn. Sapotra
Open Tender
Civil Works - Roads
Percentage
90 days
Sapotra
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
as per NIT
₹82,040
Yes
1 Sept 2026
19 Aug 2026
27 Aug 2026
19 Aug 2026
26 Aug 2026
19 Aug 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 :- Drain Work
Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre | - | Cum | 161 | - |
| 2 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104. P.C.C. grade M 20. For All Rajasthan except Sri Ganganagar. Nominal mix (1:2:4) | - | Cum | 2,927 | - |
| 3 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. R.C.C. grade M25. For All Rajasthane xcept Bikaner, Hanumangarh and Sri Ganganagar. | - | Cum | 3,266 | - |
| 4 | Supplying, fitting, andplacing TMT bar reinforcement (Primary Steel) in Foundation, Substructure and super structure at any level complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302 | 1 | Tonne | 80,669 | ₹80,668.92 |
| 5 | Providing and fixing of Reinforced Ferro cement Drain cover designed for class "AA" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti-corrosive bitumen painted M.S.plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. for drain Opeining Size 451 to 700 mm Standard Drain Cover Size 1000mm x 800mm x 100mm | - | Each | 2,034 | - |
| 6 | Excavation in Cutting in Soil by manual means with lead upto 50 m, Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per MoRTH Specification Clause 301.3 | - | Cum | 57 | - |
| 7 | 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 All Rajasthan excep tBikaner, Churu, Hanumangarh and Sri Ganganagar. For Grading III Material | - | Cum | 407 | - |
| 8 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. For All Rajasthan except Bikaner | - | Cum | 2,418 | - |
| 9 | Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658: 2006.and all materials shall conform to MoRTH Specification Clause 602.with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category 'A': Dentated units to key into each other on all four faces Zigzag shape as per IRC:SP:63-2004 | - | Sqm | 875 | - |
| 10 | 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 hollowd section of 75mmx75mm, 2.5 m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6 mm thick circular plate duly framed with MS angle 25x25x5mm on back and fixon 1200mmx150mm 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 45cmx45cmx60cm, 60 cm below ground level including lettering / writing and painting etc. complete in all espect.as per MoRTH Specification Clause 801. | - | Each | 10,045 | - |
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