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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 LAccepted-AOC | ₹13.0 L | L1 | Accepted-AOC award issued |
| 2 | L2₹13.5 LRejected-Finance R O VILLAGE BALH P O KOHALA TEHSIL JAWALAMUKHI DISTRICT KANGRA H P | ₹13.5 L | L2 | Rejected-Finance due to highest bidder |
Tender Value
₹13.6 L
EMD Value
₹27,000
Closing Date
6 Apr 2026, 5:00 pmClosed
Executrive Enginer HP,PWD Division Jawalamukhi
Executrive Enginer HP,PWD Division Jawalamukh
Providing and Laying 30 mm thick Bituminous Concrete with Paver Finisher and Cement Concrete Pavement )
2026_PWD_132967_8
9638-39 dated 27.03.2026 and corrigendum No 9687-92 dated 30.03.2026
Open Tender
Civil Works
15 days
Executrive Enginer HP, PWD Division Jawalamukhi
As per SBD
13 documents required · 13 mandatory
₹500
₹27,000
24 Jun 2026
31 Mar 2026
7 Apr 2026
31 Mar 2026
6 Apr 2026
31 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, 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 weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. and as per the direction and entire satisfaction of Engineer-in-Charge complete, including carriage of materials 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. | |||||
| 2Providing and applying primer coat with Bitumen emulsion (SS-I) of IOCL/BPCL/HPCL) on prepared surface of granular base including cleaning of road surface with Hydraulic/mechanical broom and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.and as per 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. | |||||
| 3Providing 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/ Bituminous 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. | |||||
| 4Providing and laying 30mm(Thirty millimetre) thick bituminous concrete with 100-120 IPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder,Grade 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 hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled static, vibratory & tandem roller to achieve the desired compaction as per MORTH Technical specification clause 507 complete in all respects or as directed by the Engineerin-Charge including carriage of material 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. | |||||
| 5Providing and laying factory made 80mm thick chamfered edge Cement Concerete Paver Block of NTC/ PRIME-Crete / NITCO/GICO make in roads or heavy traffic parking etc, of required strength M-40, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick required compacted bed of coarse sand, compacting and proper embedding/laying of inter locking paver blocks, vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in all leads lifts and technical specifications as per the direction by the Engineer-in-Charge and other incidentals. The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government. | |||||
| 6Providing and laying Design mix cement concrete of M-25 grade,with minimum cement content not less than 400 kg/cubic metre in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 25 mm nominal size in proportions as per design min and approval criteria and with use of plastrizers to improve workablity, laying at site spreading and compacting using Niddle vibrator, finishing with required texture and slope/Camber for Locking of pavers complete and curing complete all as per direction of Engineer-in-charge, finished in continuous and as per the direction and entire satisfaction 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. | |||||
| 7Providing and Fixing Glow stud of size 100x20 mm (one hunded in to twenty milimetre) 3M Make made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylretrite) or HIP (High impect polystyrene) or ASB having electronically welded micro-prismatic lens wih abrasion resistant coating as aproved by Engineer-in-Charge. The glow stud shall suported a load of 13635 kg. tsted in accordanc wih ASTM D4280. The slope of retro-reflective surface sall be 35(+/-5) degree to base. the reflective panels on both side with at least 12 cm (Tewelve centimetre) of refelective area up each side. The Luminance intensisty should be as per the specification and shall be tasted as per described in ASTM I: 809 as reccommended in BS: 873 part 4:1973. The stud shall be fixed to the Road surface usein the adhesive conforming to IS(Indian Standred) as per procedure reccommonded by the manufacturer complete and as per direction of Engineer-in- Charge including carriage of materials and equipment with all mode of transportation and as per direction of Engineer- in- Charge including carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. | |||||
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