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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.4 LAccepted-AOC | ₹38.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹44.8 LRejected-Finance | ₹44.8 L | L2 | Rejected-Finance L2 |
Tender Value
₹51 L
EMD Value
₹4.5 L
Closing Date
17 Mar 2026, 2:00 pmClosed
se pwd saharanpur
se pwd saharanpur
New construction work on the island road from Makrampur.
2026_CEMRT_1123847_4
966/104M-S/2026 date 06-02-2026
Open Tender
Civil Works
saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹4.5 L
17 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: edjkeiqj ls Vkiw 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 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 BI01010001010000000000000515BI0100001113 Cum Excess(+) Full Conversion INR
2 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 2% Cement (OPC) with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Techinical Speficiation Clause 401. complete in all respects but excluding GST. Cum Excess(+) Full Conversion INR
3 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 3 as per Technical Specification Clause 405.Including 4% Cement (OPC) & Mising with rotavater) complete in all respects but excluding GST. Cum Excess(+) Full Conversion INR
4 Brick lining on both side of the road of M-150 bricks 7 cm. wide. 11 cm. deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge. Ch.-4, SI. No. 4 Km. Excess(+) Full Conversion INR
5 Providing and applying primer coat with Bitumen emulsion (SS1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502. BI01010001010000000000000515BI0100001114 Sqm Excess(+) Full Conversion INR
6 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. Sqm Excess(+) Full Conversion INR
7 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 to be followed by seal coat of either Type A or Type B or Type C as per Technical Specificatio Clause 508. Sqm Excess(+) Full Conversion INR
8 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
9 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. BI01010001010000000000000515BI0100001115 cum Excess(+) Full Conversion INR
10 Providing concrete for plain/reinforced concrete M-10 (1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 cum Excess(+) Full Conversion INR
11 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 cum Excess(+) Full Conversion INR
12 Providing and laying Hume Pipe 450mm dia NP-3 class R.C.C. RM Excess(+) Full Conversion INR
13 Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 sqm Excess(+) Full Conversion INR
14 12mm Thick Plaster with cement & fine sand mortar 1:3. SI No. 582 sqm Excess(+) Full Conversion INR
15 2.5cm Thick 1:2:4 C.C. on the top of parapets SI No. 361 sqm Excess(+) Full Conversion INR
16 White washing two coats SI No. 672 Qty (Pointing+Plaster) sqm Excess(+) Full Conversion INR
17 Supply & Fixing of Kilometer Stone Stone complete in all respects but excluding GST. No. Excess(+) Full Conversion INR
18 Supply & Fixing of hectometer Stone complete in all respects but excluding GST. No. Excess(+) Full Conversion INR
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