Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.9 LAccepted-AOC VILLAGE GHATEDA POST GHATEDA SAHARANPUR | SAHARANPUR | SAHARANPUR | UTTAR PRADESH | ₹64.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹71.8 LRejected-Finance | ₹71.8 L | L2 | Rejected-Finance L2 |
| 3 | L3₹73.7 LRejected-Finance SAHARANPUR | BALLIA | UTTAR PRADESH | 221701 | ₹73.7 L | L3 | Rejected-Finance L3 |
| 4 | L4₹80.6 LRejected-Finance | ₹80.6 L | L4 | Rejected-Finance L4 |
| 5 | L5₹82.5 LRejected-Finance SHASTRI NAGAR SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | ₹82.5 L | L5 | Rejected-Finance L5 |
Tender Value
₹96 L
EMD Value
₹6.8 L
Closing Date
2 Apr 2026, 2:00 pmClosed
se pwd saharanpur
se pwd saharanpur
New construction work on the Ramgarh-Tigadhi road.
2026_CEMRT_1130870_2
966/104MS-S/2025 Date 06.02.2026
Open Tender
Civil Works
Saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹6.8 L
25 Apr 2026
27 Mar 2026
2 Apr 2026
27 Mar 2026
2 Apr 2026
27 Mar 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 |
|---|---|---|---|---|---|
| 1Excavation 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 Technical Specification Clause 302.3 | |||||
| 2Construction 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 | |||||
| 3Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401. complete in all respects but excluding GST. | |||||
| 4Providing, 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. | |||||
| 5Providing & 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. | |||||
| 6Providing, 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. | |||||
| 7Cleaning 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 . | |||||
| 8Providing, 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. | |||||
| 9Construction of un-reinforced, (Without dowel Bar) joined at expansion and construction joint only, plain cement concrete pavement, thickness of CC is less then 20 Cm., over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 (1:1½:3) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropiate weight batcher using approved mix design, laid in approved fixed side from work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels. rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints as per norms, applying debonding strips primer, sealant, dowel bars, near approaches to bridge/culvert and construction, joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clouse 1501 including Cost of Polythene Sheet and also including complete shifting of materials & Concrete etc. (M-30) S.I. No. Ch.-20 New Item 9(1) | |||||
| 10Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. M-10 | |||||
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.62 MB
BOQ_2109740.xls
BOQ • 0.52 MB
Download all tender documents and submit your bid