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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.0 LAccepted-AOC SHYAM NAGAR COLONY PLOT NO 353 BHUTESWAR MANDIR ROAD SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | ₹44.0 L | L1 | Accepted-AOC l1 |
| 2 | L2₹47.0 LRejected-Finance | ₹47.0 L | L2 | Rejected-Finance L2 |
| 3 | L3₹47.5 LRejected-Finance | ₹47.5 L | L3 | Rejected-Finance L3 |
| 4 | L4₹47.9 LRejected-Finance | ₹47.9 L | L4 | Rejected-Finance L4 |
| 5 | L5₹49.7 LRejected-Finance | ₹49.7 L | L5 | Rejected-Finance L5 |
Tender Value
₹58 L
EMD Value
₹4.9 L
Closing Date
17 Mar 2026, 2:00 pmClosed
se pwd saharanpur
se pwd saharanpur
New construction work on the road from Apalana Dhikka Tapri road via Kodho to Dhikka Kalan Ahatmal.
2026_CEMRT_1123847_5
966/104M-S/2026 date 06-02-2026
Open Tender
Civil Works
saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹4.9 L
16 Apr 2026
12 Mar 2026
17 Mar 2026
12 Mar 2026
17 Mar 2026
12 Mar 2026
Select, At Par, Excess (+), Less (-) IOCL
Tender Inviting Authority: SE, Saharanpur CIRCLE, PWD, Saharanpur
Name of Work: viykuk f<Ddk Vijh ekxZ ls dksBks gksrs gq, f<Ddk dyak vgreky rd ekxZ ij uo fuekZ.k dk dk;ZA
Sl. No. Item Description Note: 5 Years Maintenance will be done by Contractor. Payment for maintenance will be calculated as per Letter no 3689 सी.-oprmc/ मूल-23-24, दिनांक 17-02-2024 of chief engineer (HQ-1), Letter No. 3665 सी. - कैम्प मु०अमि० (मु०-1) 2023-24, दिनांक 16-02-2024 of Office order of Engineer-in-Chief & Shashanadesh No. 17/2024 सा. -113/23-1-2024-23-1099 113 2023. दिनांक 16-01-2024 calculated from the Completion Date, Which is 5 Yrs. From the date of Actual completion. Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category
1 Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections BI01010001010000000000000515BI0100001113 Cum Excess(+) Full Conversion INR
2 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 1000 m as per Technical Specification Clause 301.5 cum Excess(+) Full Conversion INR
3 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor 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 Technical Specification Clause 401. Cum Excess(+) Full Conversion INR
4 Providing, laying and spreading Material on a prepared sub grade,adding cement @ 4% by weight to the the spred Material,mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconlined compressive strength and to form a layer of sub base. Cum Excess(+) Full Conversion INR
5 Providing & applying tack coat with V.G.-10 bitumen at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer cleaned with hydroulic broom as per Technical Specification Clause 503. BI01010001010000000000000515BI0100001114 sqm Excess(+) Full Conversion INR
6 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three whel 80-100 kN static foller capacity, finished to required level and grades. sqm Excess(+) Full Conversion INR
7 Cleaning the premix surface and laying seal coat type C with 6.7 mm nominal size grit (passing 9.5 mm sieve & retained on 2.36 mm nomianl sieve) and bitumen including heating the paint and grit upto required temperature and mixing including cartage of material at site, and including maintenance of side patries and watering them during operation of work complete as per specification and also including all labour, material T&P etc. required for proper completion of the work as directed by the Engineer-in-charges work . Sqm Excess(+) Full Conversion INR
8 Supply and fixing of 600 mm dia NP3 type Hume Pipe S&S in position including labour and T&P etc. required for proper completion of work. Rm Excess(+) Full Conversion INR
9 Supply & Fixing K.m. stone BI01010001010000000000000515BI0100001115 0.00_);\(0.00\) nos Excess(+) Full Conversion INR
10 Supply & Fixing H.m. stone 0.00_);\(0.00\) nos Excess(+) Full Conversion INR
11 Supply & Fixing Sign Board 0.00_);\(0.00\) nos Excess(+) Full Conversion INR
Total in Figures
Quoted Rate in Figures Select
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