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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 CrAccepted-AOC | ₹8.7 Cr Quoted ₹8.0 Cr | L1 | Accepted-AOC work awarded |
| 2 | L2₹8.1 Cr+₹13.1 L (1.64%)Rejected-Finance VILLAGE KAKKARIAR PO HIMMER TEHSIL TAUNI DEVI DISTT HAMIRPUR HP 171725 | HAMIRPUR | HAMIRPUR | HIMACHAL PRADESH | 171725 | ₹8.1 Cr+₹13.1 L (1.64%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non responsive |
| 4 | Rejected-Technical VILL BHOL PO MAKRAHAN TEHSIL JAWALI DISTT KANGRA HP | - | - | Rejected-Technical Non responsive |
Tender Value
₹8.5 Cr
EMD Value
₹17.0 L
Closing Date
28 Mar 2026, 2:00 pmClosed
Executive Engineer
HPPWD Division Nadaun
C/O R/walls, P/L, M/T ,Road side drain, Parapets and Road Furniture etc. in km.0/0 to 5/500)
2026_PWD_131812_2
One time Improvement of Bypass realigned length
Open Tender
Civil Works - Roads
Percentage
180 days
Nadaun
Please refer Tender documents.
15 documents required · 15 mandatory
₹10,000
EE Nadaun
₹17.0 L
10 Jun 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
28 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation for all type of road structure such as retaining walls ,breast walls, culverts, drains and parapets etcetera in all type of classification of soil comprising of ordinary rock, hard rock, chiseling/ wedging out rocks (where blasting is prohibited ) as per drawing and MORT&H technical specification clause 304 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 all leads and lift, including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm(one hundred fifty millimetre) compacted thickness including shoring and strutting and pumping and bailing out water ( surface and sub soil water) upto all depth and any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of the Engineer-in- Charge including entire carriage of material with in all leads ,lifts and other incidentals . The rates are inclusive octroi, royality,Malkana, toll tax, or other taxes, but excluding GST imposed by Government. | 1 | Per cubic metre | - | - |
| 2Providing and laying mechanically mixed and vibrated plain cement concrete nominal mix 1:4:8 (One cement : four sand : eight graded crushed stone aggregate) 20mm (twenty millimetres) nominal size on ground or under water and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights and depths including cost of form work for plain concrete in abutments foundation for all type of structures complete as per drawing and technical MORTH specification clause 1500,1700 and 2100 as per the direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals. The rates are inclusive octroi, royality,Malkana, toll tax, or other taxes, but excluding GST imposed by Government. | |||||
| 3Back filling behind abutment , wing walls and return walls complete as per drawings & MORTH technical specification Clause 710.1.4 of I.R.C. 78 and 2200 granular material as per direction of Engineer-in-Charge including entire carriage of materials within all leads and lifts and other incidentals. The rates are inclusive octroi, royality,Malkana, toll tax, or other taxes, but excluding GST imposed by Government. | |||||
| 4Providing weep holes in brick/stone masonry/plain/reinforced concrete abutment , wing walls, return walls, retaining walls with 100mm (One hundred millimetre) dia AC, PVC pipe D-plast finolex/supreme having working pressure not less than 4 kgs (four kilogramme) per centimetre square pipe extending through the full width of the structures with slopes of I(V):20(H) (one vertical : twenty horizontal) towards drawing face complete as per drawing and MoRTH technical specification clause 2706 & 2200 and as per direction of Engineer-in-Charge including entire carriage of materials within all leads and lifts and other incidentals. The rates are inclusive octroi, royality,Malkana, toll tax, or other taxes, but excluding GST imposed by Government. | |||||
| 5Providing and erecting a “W” metal beam crash barrier comprising of 3mm(three millimetre) thick corrugated sheet metal beam, guard , rail 70cm(seventy centimetre) above road/ ground level, fixed on ISMC series channel vertical post 150x75x5mm(one hundred fifty into seventy five into five millimetre) thick spaced 2 mtr (two metre) center to centre 1.8mtr (one point eight metre ) high 1.1m(one point one meter) below ground/ road level all steel parts and fitments to be galvanized by hot dip process all fittings to conform to IS:1367 and IS 1364 metal beam, guard rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm(one hundred fifty into seventy five into five millimetre) 330mm (three hundred thirty millimetre) long complete as per MORTH technical specification clause 811 and as per standard drawing and as desired by the Engineer-in- Charge including entire carriage of material with in all leads, lifts and other incidentals .The rates are inclusive octroi, royality,Malkana, toll tax, or other taxes, but excluding GST imposed by Government. | |||||
| 6Scarifying existing bituminous road surface to a depth of 50mm(fifty millimetre) by mechenical means (using Hydraulic excavator) and disposal of scarified material upto any leads and lifts as per MORT&H Technical Specification Clause 305.4.3 and as per the directions of Engineer- in- Charge including entire carriage of material in all leads and lifts . The rates are inclusive octroi, royality,Malkana, toll tax, or other taxes, but excluding GST imposed by Government. | |||||
| 7Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.275( zero point two seven five) kilogram per square metre on the prepared bituminous surface cleaned with hydraulic broom as per MORTH technical specifications clause 503 as per the direction of Engineer-in- Charge. including entire carriage of material in all leads and lifts. The rates are inclusive octrol, royality,Malkana, toll tax, or other taxes, but excluding GST imposed by Government. | |||||
| 8 | Providing and laying 50mm(seventy five millimetre) thick dense graded bituminous macadam with 40-60 tonne per hour ( forty to sixty ) batch type HMP producing an average output of 75(seventy five ) tonnes per hour or any suitable capacity HMP using crushed aggregates of specified grading-II, premixed with bituminous binder and filler of specified material VG-30(Viscosity grade-thirty) @ 4.25%(four point twenty five percent) minimum by weight of mix and filler, 2% (two percent) 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 technical specification clause No. 505 complete in all respects. including entire carriage of material within all leads and lifts and other incidentials..The rates are inclusive octroi, royality,malkana ,toll tax sale tax,,GST,labour cess or other taxes imposed by the Government. | 1 | Per Cubic meter | - | - |
| 9Providing and laying 40mm(forty millimetre) thick bituminous concrete with 100-120 TPH(one hundred to one hundred twenty tonne per hour) batch type hot mix plant producing an average out put of 75 (Seventy five) Tonne per hour using crushed aggregates of specified grading-II premixed with bituminous binder and filler of specified material VG-30 (viscosity grade-thirty ) at the rate of 5.5percent (five point five percent) minimum by weight of mix and filler, 2 percent (two percent) 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 MORT&H technical specifications Clause 507 complete within all respect. as per the direction of Engineer-in- Charge. including entire carriage of material in all leads and lifts. The rates are inclusive octroi, royality,Malkana, toll tax, or other taxes, but excluding GST imposed by Government. | |||||
| 10Providing and laying mechanical mixed and vibrated plain cement concrete 1:3:6 (one cement: three sand : six agreegate) broken /crushed stone aggregate 20mm (twenty millimeter nominal size) on ground or under water and curing complete for 14 (fourteen ) days including pumping or bailing out water, dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights and depths including cost of form work for plain concrete in open foundations for all types of structures complete as per drawing and MORT&H technical specifications section 1500, 1700 & 2100 and as per directions of Engineer- in- Charge including entire carriage of material with in all leads , lifts and other incidentals . The rates are inclusive octroi , royality , Malkana, toll tax, GST or other taxes imposed by the Government . | |||||
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