Tender For Construction Of 2 Lane With Paved Shoulder Of Hamirpur Bypass Of (New Nh-103 & Nh-3) (Design Chainage - Km 121+175 To Km 138+295, Design Lengty - 17.120 Km) In The State Of Himachal Pradesh Under Nh (O) One Time Improvement Estimate For St
Tender Value
10.93 Crore
Estimated cost
Bid Submission
27 Jul 2026
4 days left
EMD
21.86 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hamirpur → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 2 Lane With Paved Shoulder Of Hamirpur Bypass Of (New Nh-103 & Nh-3) (Design Chainage - Km 121+175 To Km 138+295, Design Lengty - 17.120 Km) In The State Of Himachal Pradesh Under Nh (O) One Time Improvement Estimate For Strengthning/Maintenance Of Existing Stretch Of Nh-03 (Old Nh-88) From Existing Km 147.600 To Km 160.600 ( Pucca Bharo, Hamirpur To Chilbahal) Of Shimla Matour Section In The State Of Himachal Pradesh- Reg. (Sh. Improvement In Km 124/450 To 130/950 Section-I)
BOQ
| Sl. No. | Item Description |
| 1 | As per description below |
| 2 | Excavation in earth work in hillly area in all heights and depths in all kind of soil manual/mechanical means including saturated sol comprising of mixed soil, ordinary rock, and hard rock. All work of rock cutting by blasting shall be carried out by taking all nesessary precautions against soil erosin, damage to hill side, water pollution, etc.and to protect stability of hill side track shall be excavated with chiselling and wedging out of rock (where blasting is prohibited) all earth work in cutting/excavation including rock excavation shall be carried out true to the required line,grades, side slopes, width, camber, super elevation and level as shown on the drawing or as directed by Engineer in Charge in confirm it with the requirement of technical specifications for rural road clauses 1603.1 and 1603.2 of general conditions for contract to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposal and dumping to be arranged by the contractor of unsuitable cut materials in specified manners trimming filling of unevevnness, blindage and finishing of the road to specified diamensions or as directed by the Engineer in Charge for smooth riding The recovery for stones, whether useful or not for 17.63 cum (Seventeen point six three) cubic meter in all cases, @ Rs.350/-(three hundreds and fiftyjonly per cum shall be effected on pro rata basis. Any loss to the public and private property during the course of excavation shall be the abosilute reponsibility of the contractor, which shall have to duly compensated by him in all cases |
| 3 | Earth work in excavation for foundation of structure as per drawing and technical specification clause 305.1 including setting out, costruction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50 metres (fifty metres),dressing of sides and bottam and back filling trenches with excavated suitable material Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 4 | Plain Cement Concrete M-15 (M- fifteen) nominal mix in foundation with crushed stone aggregate nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days (fourteen days). Form work with steel plates to give a fair finish centring shuttering, strutting propping and removal of the same Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 5 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications: Random Rubble Masonry.including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 6 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm(One hundred millimetre) dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 7 | Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2(One Cement : two sand) but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 8 | Providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm(Six hundred millimetre) with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 9 | Scarifying the existing bituminous surface to a depth of 50 mm(fifty millimetre) thick and disposal of scarified material within all lifts and leads upto 1000 metres (One thousand metres) Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 10 | Providing and applying tack coat with bitumen emulsion ( RS-1) using emulsion distributor @ 0.25 to 0.30 kg per sqm (zero point two four to zero point thre zero kilogramme per square metre) on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per Technical specification Clause 503 Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 11 | Providing and laying Dense graded bituminous macadam 50 mm (fifty millimetre )thick with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0(four point zero) 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 MoRTH specification clause No. 505 Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 12 | Providing and laying Bituminous concrete 40mm (Forty millimetre) thick with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 (five point two) per cent of 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 MORTH specification clause No. 507 Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 13 | Construction of footpath/separator by providing a 150 mm (One Hundred fifty millimetre) compacted granular sub base as per clause 401 and 25 mm(twenty five millimetre) thick cement concrete grade M15,(M- fifteen) over laid with pre-cast concrete tiles in cement mortar 1:3(One Cement : three sand) including provision of all drainage arrangements but excluding kerb channel Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 14 | Construction of cement concrete kerb with top and bottom width 115 (One Hundred fifteen) and 165 mm (One hundred sixty five millimetre) respectively, 250 mm(Two hundred fifty millimetre) high in M 20(M-Twenty) grade on M-15(M-Fifteen) grade foundation 150 mm(One hundred fifty millimetre) thick, foundation having 50 mm(fifty millimetre) projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, as per clause 409. Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 15 | Providing and laying of hot applied thermoplastic compound 2.5 mm (Two point five millimetre) thick including reflectorising glass beads @ 250 gms per sqm(Two hundred fifty gramme per square metre) area, thickness of 2.5 mm(Two point five millimetre) is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 16 | Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm (eighty to one hundred centimetre) high above ground level, painted black and white in 15 cm (fifteen centimetre) wide strips, fitted with 80 x 100 mm (eighty into one hundred millimetre) rectangular or 75 mm (seventy five millimetre) dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 17 | Providing and fixing cat eyes make (3M) (Three -M) of size 100×20 mm (One hundred into twenty millimetre), made of heavy-duty body shall be molded dual shank ASA (Acrylic Styrene Acolyretrite) or HP (High Impact Polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion-resistant coating as approved by Engineer-in-charge. The road stud shall support a load of 13635 N tested in accordance with ASTM D4280. The slope of retro-reflective surface shall be 35° ± 5° (thirty five degree plus minus five degree) to base. The reflective panels on both sides with at least 12 cm² of each area side Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 18 | Providing RCC Grade M25(M-twenty five) using batching plant transit mixer & Manual Means) compacted by vibration including curing for 14 days (fourteen days). Form work with steel plates to give a fair finish centring shuttering, strutting propping and removal of the same Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 19 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 20 | Providind concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203. P.C.C. M-20 (M-Twenty )grade Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 21 | Providing and erecting a \\"Thrie\\" metal beam crash barrier comprising of 3 mm(three milimetre) thick corrugated sheet metal beam rail, 85 cm (Eighty five centimetre) above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 (One fifty into seventy five into five millimetre) mm spaced 2 m (Two metre) centre to centre, 2 m(Two metre) high with 1.15 m(One point fifteen) below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm,(One fifty into seventy five into five millimetre 546 mm long Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 22 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm(one point five millimetre) thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm(seventy five into seventy five into six millimetre) firmly fixed to the ground by means of properly designed foundation with M15 (M-fifteen) grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm(forty five into forty five into sixty centimetre) below ground level as per approved drawing) Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. 22(i) 90 cm (Ninety centimetre) equilateral triangle |
| 23 | 22(ii) 60 cm (Sixty centimetre) circular |
| 24 | 22(iii) 90 cm (Ninety Centimetre) high Octagonal |
| 25 | 22(iv) 60cm x 45 cm (Sixty into forty five centimetre) rectangular Chavron Board |
| 26 | Direction and Place Identification signs upto 0.9 sqm(Zero point nine square metre) size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm(Two milimetre) thick with area not exceeding 0.9 sqm (Zero point nine square metre)supported on a mild steel single angle iron post 75 x 75 x 6 mm (Seventy five into seventy five into six milimetre) firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm(forty five into forty five into sixty centimetre), 60 cm(sixty centimetre) below ground level as per approved drawing) Size = 900mm x 600mm(Nine hundred into six hundred millimetre) on Link road Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 27 | Direction and Place Identification signs with size more than 0.9 sqm(Zero point nine square metre) size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm(Two millimetre) thick with area exceeding 0.9 sqm(Zero point nine square metre) supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm,(Seventy five into seventy five into six millimetre) 2(Two) Nos. firmly fixed to the ground by means of properly designed foundation with M -15 (M- fifteen) grade cement concrete 45 cm x 45 cm x 60 cm,(forty five into forty five into sixty centimetre) 60 cm(sixty centimetre) below ground level as per approved drawing) Size = 1200mm x 900mm(twelve hundred into six hundred milimetre) Village board.Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 28 | Gantry Mounted Variable Message Sign board Providing and erecting overhead signs 12 m wide with a corrosion resistant 2 mm thick aluminium alloy sheet with high intensity grade retro-reflective sheeting of encapsulated lens type with vertical and lateral clearance given in clauses 802.2 and 802.3 of MORT&H Specifications 2013 and install Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 29 | Kilo Metre Stone (Reinforced cement concrete M15(M- fifteen) grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. 29(i) 5th kilometre stone (precast) |
| 30 | 29(ii) Ordinary kilometer stone (precast) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysJul 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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