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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC | ₹1.0 Cr Quoted ₹1.1 Cr | L1 | Accepted-AOC award issued |
| 2 | L2₹1.1 Cr+₹5,108.01 (0.05%)Rejected-Finance | ₹1.1 Cr+₹5,108.01 (0.05%) | L2 | Rejected-Finance due to highest bidder |
| 3 | Rejected-Technical VILL BHOL PO MAKRAHAN TEHSIL JAWALI DISTT KANGRA HP | - | - | Rejected-Technical Non- responsive Due to Machinery is not as per requirement as specified in SBD and The affidavits not pertain to tendered work |
| 4 | Rejected-Technical R O VILLAGE BALH P O KOHALA TEHSIL JAWALAMUKHI DISTRICT KANGRA H P | - | - | Rejected-Technical Non-Responsive Due to unsatisfactory Performance of Construction and Post Construction maintenance work Machinery is not as per requirement as specified in SBD and The affidavits not pertain to tendered work |
Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
30 Mar 2026, 3:00 pmClosed
Executrive Enginer HP,PWD Division Jawalamukhi
Executrive Enginer HP,PWD Division Jawalamukhi
One time Improvement.Balu Galoa Realignment km 193/000 to 194/155
2026_PWD_132213_1
NO 9068-69 dated 12.03.2026
Open Tender
Civil Works
Percentage
45 days
Executrive Enginer HP, PWD Division Jawalamukhi
As per SBD
16 documents required · 16 mandatory
₹5,000
₹2.0 L
12 May 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
30 Mar 2026
23 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drain and Parapets etcetra in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiseling /wedging out rocks (Where blasting is prohibited) as per drawings and M.O.R.D. technical specification section 300 and 1600 and as per direction of the Engineer- In – Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and lift including dressing of sides, bottom and back filling in trenches with excavated suitable approved material to the original surface in layer not executing 150 mm (one hundred fifty millimetre) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water ) upto any depth any quantam of water including cleaning of slush which may arise out during dewatering complete as per direction of Engineer-in-Charge. Including carriage of materials within all leads, lifts and other incidentals. The rates is including Royality, Malkana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government. | |||||
| 2 | Providing and laying mechanically mixed and vibrated concrete for plain cement concrete Grade M-10 (M-Ten) nominal mix 1:3:6 (One cement isto three sand isto six graded crushed stone aggregate 20mm (Twenty millimeter) nominal size), in or under water in open foundation for all type of structures and in drains, pipe culverts and the like etcetera complete including pumping or bailing out water, dewatering (surface/sub soil water)including removal of slush which may arise at time of laying under water for all heights/depths and any quantum of water, including cost of form work and curing complete for 14 (fourteen) days and as per drawing and MORD Technical specification section 800, 900 & 1200 and as per entire satisfaction and directions of Engineer-in-charge, including carriage of materials within all leads, lifts and other incidentals. The rates is including Royality, Malkana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government. | 1 | Cum | - | - |
| 3Loosening of ground up to a level of 300mm (three hundred millimeter) below the sub-grade level, watered graded with motor grader and compacted in layers to meet the requirements of Table 300.1 and 300.2 with power road roller 8-10 (eight to ten) tonne capacity for sub-grade construction as per MORTH Technical specification clause Section 300 and as per direction and the entire satisfaction of the Engineer-in-Charge including carriage of materials up to all leads, lifts and other incidentals. The rates is including Royality, Malkana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government. | |||||
| 4Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with in all lifts and leads, transporting to site, spreading, grading by mechanical means to required slope and compacted at OMC with three wheel 80-100 (eighty -one hundred) kN static roller to meet requirement of Table 300.2 complete as per MORD technical Specification section 400 and as per direction of Engineer-in-charge including carriage of materials within all leads, lifts and other incidentals.The rates is including Royality, Malkana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government. | |||||
| 5 | Construction of granular sub-base by providing well graded materials, as per table 401spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three Wheel 80-100 (Eighty-hundred) kN static roller to achieve the desired density, complete as per MORD Technical Specification section 400 for grading-I Material, as per the entire satisfaction and directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rates is including Royality, Malkana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government. | 1 | Cum | - | - |
| 6Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN (eighty to one hundred kilonewton) weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 and 400.12 and M.O.R.D.Technical Specification Section 400 and as per direction of Engineer-in-charger including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rates is including Royality, Malkana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government. | |||||
| 7 | Providing and applying primer coat with Bitumen emulsion (SS-I of IOCL/BPCL/HPCL) on the prepared surface of granular base including cleaning of road surface with Hydraulic brooms and spraying primer at the rate 1.0 Kg. ( One kilogram) per square metre weight of emulsion by mechanical means as per M.O.R.D. technical specifications section 500 as per the entire satisfaction and directions of Engineer – in- Charge including carriage of materials within all leads,lifts and other incidentals .The rates is including Royality, Malkana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government. | 1 | Sqm | - | - |
| 8Providing and applying tack coat with Bitumen emulsion RS-I of IOCL/BPCL/HPCL, including cleaning the road surface with hydraulic brooms and spraying with emulsion pressure distributor at the rate 0.25 to 0.30 kg (Zero point two five to zero point three zero kilogramme) per square meter on the prepared granular surface treated with primer complete as per MORD Technical specification section 500, and as per the entire satisfaction and direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, GST, Toll tax or any other taxes imposed by the Government. | |||||
| 9Providing and laying 50mm ( Fifty millimetre) thick dense graded bituminous macadam with 40-60 (fourty to sixty tonne per hour) hot mix plant producing an average output of 50 (fifty) tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 (VG - Thirty of IOCL/BPCL/HPCL) with minimum 4.5% (four point five zero percent) per cent by weight of total mix and filler, 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 MORD specification section No. 507 complete in all respects. The rate shall include carriage of machineries, equipment, tools, materials and safety measures, payment of all taxes and other incidentals necessary to complete the work in all respects as per direction of Engineer-in-charge including carriage of material with in all leads and lifts and other incidentals. The rates is includes sale tax octori, royality,malkana ,toll tax, GST, labour cess or other taxes imposed by the Government.. | |||||
| 10Providing and laying 30mm ( thirty millimetre) thick bituminous concrete with 100-120 TPH batch type hot mix batch type plant producing an average output of 75(Seventy five) tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder of VG-30 (VG - Thirty of IOCL/BPCL/HPCL), @5.5 (five point five)percent of mixed and filler, transporting the hot mix to work site,ensuring required temprature before laying with a hydrostic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem roller to achieve the desired compaction as per MORD Technical specification section 508, 509 complete in all respects or as directed by the Engineerin-Charge including carriage of material with in all leads, lifts and other incidentals.The rates including Royality, Malkana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government. | |||||
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