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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹35.9 LAccepted-AOC | ₹35.9 L | 1 | Accepted-AOC minimum bid is submitted the sunrise constructions |
| 2 | 2₹36.3 L+₹40,585 (1.13%)Rejected-AOC | ₹36.3 L+₹40,585 (1.13%) | 2 | Rejected-AOC minimum bid is not submitted by the bidder |
| 3 | 3₹36.7 L+₹77,123 (2.15%)Rejected-Finance | ₹36.7 L+₹77,123 (2.15%) | 3 | Rejected-Finance minimum bid is not submitted by the bidder |
| Sl No | Description | Qty | Unit | Sushil Chand Sharma L3 | Mukeem Ahamad L2 | SUNRISE CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|
| 1.00Description | ||||||
| 1.01 | Earth work in excavation for structure as per drawing and technical specification Clause 305.1 including setting out construction of shoring and bracing, removal of stumps and other deleterious material and dispose. | 36 | Cum | 378.1 ₹13,611.6 | 373.94 ₹13,461.84 | 369.78 ₹13,312.08 Lowest |
| 1.02 | Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment with approved materials deposited at site from
roadway cutting and excavation from drain and foundation of other structures
graded and compacted to meet requirement of Tables 300.1 and 300.2 as per
Technical Specification Clause 301.5 | 488.8 | Cum | 472 ₹2,30,713.6 | 472.14 ₹2,30,782.03 | 466.51 ₹2,28,030.09 Lowest |
| 1.03 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.. | 244.4 | cum | 1,358.6 ₹3,32,041.84 | 1,343.65 ₹3,28,388.06 | 1,328.71 ₹3,24,736.72 Lowest |
| 1.04 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 | 43.68 | Cum | 5,672.6 ₹2,47,779.17 | 5,610.2 ₹2,45,053.54 | 5,547.8 ₹2,42,327.9 Lowest |
| 1.05 | Concrete with cement coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material labour and T&P etc. required for proper complition of the work. | 146.64 | CUM | 4,838.8 ₹7,09,561.63 | 4,785.57 ₹7,01,755.98 | 4,732.35 ₹6,93,951.8 Lowest |
| 1.06 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(For height upto 5 m)Nominal mix (1:2:4) Rate section of MORD skeleton as per Si.No. 12-5-2-1 | 18.2 | cum | 6,541 ₹1,19,046.2 | 6,469.05 ₹1,17,736.71 | 6,397.1 ₹1,16,427.22 Lowest |
| 1.07 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204. Rate section of MORD skeleton as per Si.No. 12-1-2 | 181.43 | cum | 5,987.6 ₹10,86,330.27 | 5,921.74 ₹10,74,381.29 | 5,855.87 ₹10,62,430.49 Lowest |
| 1.08 | Plastering with cement mortar (1:4) 15 mmm thick on Brick work in substructure as per technical specification. | 504 | sqm | 185.06 ₹93,270.24 | 185.44 ₹93,461.76 | 183.38 ₹92,423.52 Lowest |
| 1.09 | Providing concrete for plain/ reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 | 3.66 | cum | 7,312.3 ₹26,763.02 | 7,231.86 ₹26,468.61 | 7,151.43 ₹26,174.23 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
27 Mar 2026, 11:00 amClosed
executive officer of npp jaspur
office of nagar palika parishad jaspur
nagar palika parishad jaspur mai university road per nehar ki puliya se sajid ke makan ki aur cc tiles road ve nali nirman karye
2026_NPPJP_93291_1
2952/nppj-e-ns/2025-26
Open Tender
Civil Works - Roads
Item Rate
90 days
jaspur
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
E.O. Nagar Palika Parishad
₹1.1 L
31 Mar 2026
18 Mar 2026
27 Mar 2026
18 Mar 2026
27 Mar 2026
18 Mar 2026
Description
Earth work in excavation for structure as per drawing and technical specification Clause 305.1 including setting out construction of shoring and bracing, removal of stumps and other deleterious material and dispose.
Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408..
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6
Concrete with cement coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material labour and T&P etc. required for proper complition of the work.
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(For height upto 5 m)Nominal mix (1:2:4) Rate section of MORD skeleton as per Si.No. 12-5-2-1
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204. Rate section of MORD skeleton as per Si.No. 12-1-2
Plastering with cement mortar (1:4) 15 mmm thick on Brick work in substructure as per technical specification.
Providing concrete for plain/ reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203
Supplying, fitting and placingTMT bar reinforcement in foundation The following Primary Steel Producers have been approved for P 1. SAIL (Steel Authority of India Ltd.) 2. RINL (Rashtriya Ispaat Nigam Ltd.) 3. Tata Steel 4. Shyam Steel Industries Ltd.
Providing and laying non interlocking concrete block pavment having thickness 80 mm as per drawing and technical specification .
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