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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.4 LAccepted-AOC R O SOM LODGE NEAR RAILWAY STATION SOLAN TEHSIL DISTT SOLAN HP | SOLAN | HIMACHAL PRADESH | 171102 | L1 | Accepted-AOC AOC | |
| 2 | L2₹24.1 L+₹70,092.30 (3.00%)Rejected-Finance | L2 | Rejected-Finance L2 |
Tender Value
₹23.4 L
EMD Value
₹46,800
Closing Date
27 Mar 2026, 10:00 amClosed
XEN SOLAN
NEW BUS STAND
Providing and Laying renewal coat by providing 30mm thick Bituminous Concrete in Km. 57/320 to 59/00
2026_PWD_132197_10
solanAMP2026
Open Tender
Civil Works
Percentage
90 days
SOLAN
AS PER SBD
12 documents required · 12 mandatory
₹500
₹46,800
4 May 2026
21 Mar 2026
27 Mar 2026
21 Mar 2026
27 Mar 2026
21 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 |
|---|---|---|---|---|---|
| 1Providing and laying, spreading by Mechanical means and compacting to 75mm ( seventy five milimeters) compacted thickness stone aggregates of Grading- III, 53mm to 22.5 mm (fifty three milimeters to twenty two point five milimeters) size @ 0.91cum ( point nine one cubic meters) per 10 (ten) square meters to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 (eighty to hundred) kN static roller in stages to proper grade and camber, applying and brooming, stone screening of type B of size 11.2mm (eleven point two milimeters) @ 0.20 (point two zero ) cubic meters per ten square meters to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per MORD Technical Specification Clause 405 (Four hundred five) and entire satisfaction & direction of Engineer-in-Charge, including carriage of all labour, equipments and materials to various locations through all modes of transportation in all lead & lifts and all incidental charges. | |||||
| 2Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg (zero point two five to zero point three kilogramme) per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (five zero three) and as per direction of Engineer in charge including carriage of all labour, equipments and materials to various locations through all modes of transportation in all lead & lift and other incidental charges. | |||||
| 3Providing and laying bituminous macadam (BM) 50 (fifty) milimeter with hot mix plant using crushed aggregates of grading 19 (ninteen) milimeter nominal size ( 25-10mm @ 38.7%, 10-5mm @ 43.5% & 5mm & below (stone dust) @ 14.5% of volume of agreegate) as per Table 500.4 ( five zero zero point four) premixed with bituminous binder / bitumen VG-10 @ 3.3% of total weight of mix, transported to site upto all lead laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (five hundred four) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges | |||||
| 4Providing and laying bituminous concrete 30mm (Thirty milimetres) thick with 100-120 (one hundred to one hundred twenty) TPH batch type hot mix plant producing an average output of 75 (seventy five) tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.5 (five point five ) per cent of total weight of mix, agreegate Grading II (thirteen milimetres nominal size) i.e. 13.2 - 10 mm thirty per cent, 10 - 5 mm twenty five per cent, 5 mm and below forty three per cent of volume of agreegate and filler @ 2 per cent of weight of aggregates, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 (five zero nine) complete in all respects and as per direction of Engineer in charge including carriage of all labour, equipments and materials to various locations through all modes of transportation in all lead & lifts and all incidental charges. | |||||
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