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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 CrAccepted-AOC | ₹14.0 Cr Quoted ₹13.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹13.5 CrRejected-Finance VILL THRASS PO HURLA TEH BHUNTER DISTT KULLU HP 175125 | MANDI | HIMACHAL PRADESH | 175125 | ₹13.5 Cr | L2 | Rejected-Finance Being 2nd lowest bidder |
Updated dates
Tender Value
₹14.3 Cr
EMD Value
₹28.7 L
Closing Date
13 Apr 2026, 5:00 pmClosed
ER. JK Gupta
SE 6th Circle HP.PWD, Kullu
SH ROFD, M/T, R/wall, B/walls, CD works, Drain Crash Barrier and Parapets etc. Package No.HP-06-173.
2026_CEHP_147050_1
No.10994-11044 dated 16.03.2026
Open Tender
Civil Works - Roads
365 days
Kullu
As per refer to bid documents
10 documents required · 10 mandatory
₹20,000
₹28.7 L
Kullu
5 Jun 2026
20 Mar 2026
16 Apr 2026
20 Mar 2026
13 Apr 2026
20 Mar 2026
9 Apr 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 in soil in hilly areas in all heights and depths, in all kind of soil including saturatedsoil comprising of mixed soil. ordinaary rock and hard rock .all work of rock cutting by blasting shell be carried out by taking all neccesary precautions against soil erosion, damaged to hill side ,water pollution etc, and to protect stability of hill side.rock shell be excavated with chiseling and wedging out of rock(where blasting is prohibited) all earth wok in cutting /excavation including rock excavation shell be carried out true to lines,grades, side slopes, width, camber,super-elevation and level as shown on the drawing and as directed by Engineer-in-Charge in confirmity with the requirment of MORD technical specification for rural road, section 1600 and 300 to achieve designed formation with including hauling material to approved dumping sites through all modes of transportation including head load or animal transport or mechanical means along with its levelling, fine dressing and carriage of machineries, materials, tools, equipments and safety measures and other incidentals necessary to complete the work by mechanical means and labour if required. .During the mobilization period, contractor shoul take the adavanced x-section in 15m (fifteen meter) intarval of whole road lenght in the presence of enigneer-in-charge of his representative. in case the advance x-section has been taken in the presence of Engineer-in-charge representative,in that case the same has to be got approved from Engineer-in-charge.the land of dumping sites shell be arranged by the contractors himself and nothing extra shell be paid on this account , filling of unevenness blind age and finishing of the road to specfied dimenshions or as per directed by the Engineer-in-charge for smooth riding, the Recovery for stones, where useful or 1926.89(one thosand nine hundred twenty six point eight nine) cubic meter at the rate of Rs 300/-only(rupees three hundred only) per cubic metre amounting to Rs 5,78,067.00/-only shall be effected on prorata basis in all circumstances. Any loss to the public, private property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases. The rate is including octroi, royality, Malkana, toll tax, or any other taxes imposed by the Government but excluding GST. | |||||
| 2Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drain and parapets etc. in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiselling /wedging out rocks (Where blasting is prohibited) as per drawings and M.O.R.D. technical specification section 300 and 1600 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 leads and lifts including dressing of sides, bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150 mm (one hundred fifty milli metre) compacted thickness including shoring and strutting and pumping or bailing out water (surface and sub soil water ) upto any depth any quantum of water including cleaning of slush which may arise out during dewatering complete as per direction of Engineer-in-Charge. Including Carraige of materials with in all leads, lifts and other incidentals,The rate is including octroi, royality, Malkana, toll tax, or any other taxes imposed by the Government but excluding GST. | |||||
| 3Loosening of the ground upto a level of 300 (three hundred) millimetres below the sub grade level, watered, graded with motor grader and compacted in layers to meet requirement of Tables 300.1 and 300.2 of MORD with three wheel 80-100KN (Eight to One Hundred Kilo Newton) Staic Roller for sub grade construction as per MORD technical specification section 300 as per direction of Engineer- in- charge including The rate is including octroi, royality, Malkana, toll tax, or any other taxes imposed by the Government but excluding GST. | |||||
| 4Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading by Mechanical means to required slope and compacted three wheel 80-100KN (Eight to One Hundred Kilo Newton) Staic Roller to meet requirement of table 300.2 complete as per MORD technical specification section 300 & 1600 as per direction of Engineer- in- charge including carrige of materials with in all leads, lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, or any other taxes imposed by the Government but excluding GST. | |||||
| 5Construction of 1st (first) layer Bio enzyme 100mm (one hundred millimeter) thick based soil stablised layer(accredited by IRC) to a required thickness as per manufacturer design with local soil material/gravel/murram, having CBR greater than Equal to 5% (five)percent and treating it with Bio Enzyme in the ratio 1.00(One) Litre for 12.5 (Twelve point five) cum soil , spreading in uniform layer 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 including all labour, materials, like soil and metal, equipments etc., complete, including Supervision (Supervisor shall be provided by Bio Enzyme vendor ) as per the directions of the Engineer -in-charge of the work . Bio Enzyme Supervisor accomodation, food and local transport will be in scope of contractor. The soil will have clay % by hydrometry between 8%(eight) percent to 30%(Thirty) percent . including carrige of materials with in all leads, lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, or any other taxes imposed by the Government but excluding GST. | |||||
| 6Construction of 2nd (second) layer Bio enzyme 100mm(One hundred Millimetere) thick based soil stablised layer (Accredited by IRC) to a required thickness as per manufacturer design with local soil material/gravel/murram, having CBR greater than Equal to 6%(six) percent and treating it with Bio Enzyme in the ratio 1.00 (One) Litre for 15.00 (fifteen) cum soil with 25%(twenty five) percent 40mm (forty millimetre) crusher broken metal (of compacted thickness) in desing mix, spreading in uniform layer 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 including all labour, materials, like soil and metal, equipments etc., complete, including Supervision (Supervisor shall be provided by Bio Enzyme Vendor) as per the directions of the Engineer- in-charge of the work . Bio Enzyme Supervisor accomodation, food and local transport will be in scope of Contractor.The soil will have clay % by hydrometry between 8%(eight) percent to 30%(thirty)percent . including carriage of materials with in all leads, lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, or any other taxes imposed by the Government but excluding GST. | |||||
| 7Applying of curing material TerraCure after the application of Bio Enzyme layer(Accredited by IRC) for by mixing TerraCure with water in the ratio of 1:200 (one isto two hundred) and then appyling the mixed solution @ 3(three) Litres for 1.00 (one) square .metre including carriage of materials with in all leads, lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, or any other taxes imposed by the Government but excluding GST. | |||||
| 8Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 100mm(one hundred Millimetere) thick 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 Eighty) to 100(Hundred)KN (Kilo Newton) weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per MORD Technical Specification Section 400, including carriage of materials with in all leads, lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, or any other taxes imposed by the Government but excluding GST. | |||||
| 9Prime Coat Preparing and applying of water soluble organo silane Nano technology (for bitumen emulsion application, IRC accredited) with cationic bitumen emulsion CSSI and water <1000 (greater than one thousand)ppm TDS in the ratio of 1.00 (One) killogramme organo silane nanotechnology :100 (One killogramme) cationic bitumen emulsion CSS I.00 (one) :200(two hundred) litre water Mixing & Spraying : Take 1.00 (one ) Killogramme of organo silane nanotechnology and add in 200 (two hundred) litre water while filling water in tanker/drum and then add 100 (One hundred) cationic bitumen under circulation. Mix the solution completely .Spray the solution @1.00 (one Killogramme) per sqm on compacted surface . Rate including all materials labour hire charges of machinery etc .complete as per MoRD specifications clause 502 & direction of Engineer-in-Charge, including carriage of material with in all leads lifts and other incedental. The rate is including octroi, royality, Malkana, toll tax, or any other taxes imposed by the Government excluding GST. | |||||
| 10Tack Coat Preparing and applying of water soluble organo silane nanotechnology (for bitumen emulsion application IRC accredited with cationic bitumen CRSI and water<1000 (greater than one thousand)ppm TDS in ratio of 1.00 (one) killogramme organo silane:100 (one Hundred) killogramme cationic bitumen emulsion CRS I.00: 200 One is to two hundred) litre water .Mixing & Spraying : Take 1.40 One point four zero)litre of organo silane nanotechnology and add in 200 (two hundred) litre water while filling water in tanker/ drum and then add 100.00 (One hundred) litre cationic bitumen emulsion under circulation. Mix the solution completely .Spray the solution @ 0.3-0.4 zero point three to zero point four) killogramme per square metre on compacted base . Rate including all materials labour hire charges of machinery etc .complete as per MoRD specifications clause 503 & direction of Engineer –in- Charge including carriage of material within all leads, lifts and other incidental.The rate is including octroi, royality, Malkana, toll tax, or any other taxes imposed by the Government excluding GST. | |||||
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