Tender For Construction Of Barnet To Ghera Road Km 0/000 To 3/105 In Teshil Dharamshala, Distt. Kangra H.P. (Sub Head :-Formation Cutting, R/Wall, boundary wall C.D. Work, Drain, Metalling And Tarring And Dumping Site Etcetera Between Km 1/500 To 2/5
Tender Value
95.09 Lakhs
Estimated cost
Bid Submission
13 Jul 2026
0 days left
EMD
1.90 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kangra → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Barnet To Ghera Road Km 0/000 To 3/105 In Teshil Dharamshala, Distt. Kangra H.P. (Sub Head :-Formation Cutting, R/Wall, boundary wall C.D. Work, Drain, Metalling And Tarring And Dumping Site Etcetera Between Km 1/500 To 2/500 ) )
BOQ
| Sl. No. | Item Description |
| 1 | Removal of slips in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slips and disposal of cut materials within lift upto 1.50 mtrs. (One decimal fifty metres) and lead upto 1000 mtrs (One thousand metres) as per technical specification 3022.3.5 and 1611 complete, as per directions and entire satisfaction of the Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate is inclusive of octroi, royality, malkhana, toll tax, sale tax, GST or any other taxes imposed by the Government. |
| 2 | Cutting in earth work for road way in hilly areas in all heights and depths and in all kinds of soil by manual/ mechanical means, including saturated soil comprising of ordinary soil, ordinary rock, soft rock, hard rock chiseling or wedging out rock (where blasting is required ) and their intermediate classification of soil complete including setting out true to the required lines grades, cutting and trimming of side slopes, camber, super elevation and levels shown drawings and as directed by the Engineer-in Charge complete in conformity with the requirements of MORD Technical Specification section 300 and 1600 and sorting out and stacking of useful materials with in all leads and lifts in acquired road width and transporting of un-useful materials for filling in road ways, camber, embankments for grade improvements and disposal of all surplus materials to approved dumping sites through all modes of transportation including head load or animal transport or by mechanical means including leveling, 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. Recovery of stones to the tune of 77.96 cubic metres quantity at the rate of Rs. 300/- only (Rupees three hundred only) per cubic metres shall be effected from the contractor running bills on pro-rata basis as per actual quantity executed. 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 compensated by him in all cases and as per directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. |
| 3 | 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 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, shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead 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 milimetre) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto any depth and any quantam of water including cleaning of slush which may arrise out during dewatering as per directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. |
| 4 | Providing and laying mechanically mixed and vibrated concrete for plain cement concrete nominal mix 1:4:8 (One cement isto four sand isto eight graded crushed stone aggregate 40mm (Forty millimeter) nominal size), on ground or under water for all type of structure, in R/wall / B/wall 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 concrete for all heights/depths including cost of form work and curing complete for 14 (fourteen) days as per drawing and MORD Technical specification section 800, 900, 1200 and 1600 as per directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. |
| 5 | Providing and laying 100mm (One Hundred millimeter) dia PVC pipe Weep Holes in brick masonry/plain /reinforced concrete abutments, wing wall/ return wall, retaining walls and breast walls, extending through the full width of the structure with slope of IV:20H ( One vertical : twenty Horizontal) towards draining face complete as per drawing and MORD technical specification section 700 and 1200 and as per directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. |
| 6 | Back filling behind abutment, wing wall and return wall complete as per drawing & Technical Specification Clause-1204.3.8 Granular material and as per approved drawing, design and specifications and as per directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. |
| 7 | Providing concrete for plain cement concrete in open foundations complete as per drawings and MORD technical specifications section 800, 900 , 1200 Nominal mix (1:3:6) (One cement isto Three sand isto Six graded crushed stone aggregate 20mm (two milimetre) nominal mix in abutments on ground or under water including curing complete, pumping or bailing out water, dewatering removal of slush required at site which may arrise at the time of laying concrete complete for all heights and depths including the cost of form work as per directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. |
| 8 | Providing and laying mechanically mixed and vibrated concrete for plain cement concrete in substructure / grade M-15 (M-Fifteen) design mix nominal mix 1:21/2:5 ( one isto two decimal five isto five) with cement contents not less than 275 kg/cum ( two hundred seventy five kilogram per cubic metre all heights/ depths including the cost of form work complete in toe wall etcetra as per drawings and MORD technical specification section 800, 900 and 1200 , as per directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. |
| 9 | Laying of 900mm ( nine hundred milimetre) diametre ISI marked heavy duty none pressure pipe is class NP2 reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 ( one cement isto two sand) but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets etcetra, as per drawing and M.O.R.D. technical specifications section 1100 and as per directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. (Note:- NP2 and Ring Shall be provided by the Department) |
| 10 | Stone soling properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 100 mm spread thickness (finished work including materials and labour), as per directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. |
| 11 | Supplying fitting and placing HYSD bar reinforcement of grade Fe - 500 D in sub structure/ super structure including cutting bending binding and placing in position complete including the cost of binding wire upto all heights/depths complete as per drawing and MORD technical specifications section 1000, 1200 and 1400 as per directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. |
| 12 | Providing and laying mechnically mixed and vibrated reinforced cement concrete in sub structure as per drawings and technical specifications section 800, 900 and 1200 R.C.C. grade M -20 (M- Twenty) design mix with cement contents not less than 350 kg/cum ( three hundred fifty kilogram per cubic metre) with 20mm ( twenty millimetre) nominal size graded crushed stone aggregate in bed block dirt wall etcetra including the cost of form work and curing complete , as per directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. |
| 13 | Providing and laying mechnically mied and vibrated reinforced Cement Concrete in Super structure complete as per drawings and MORD technical specifications section 800 , 900 and 1200 (R.C.C. grade M -25 (M- twenty five ) design mix with cement contents not less than 400 kg/cum ( four hundred kilogram per cubic metre) with 20mm ( twenty millimetre) nominal size graded stone aggregate in deck slab including the cost of form work and curing complete , as per directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. |
| 14 | Providing and laying mechnically mixed and vibrated reinforced cement concrete wearing coat of grade M -30 (M- thirty) 1:1:2 design mix with cement contests not less than 407 kgs/cum ( four hundred seven kilogram per cubic metre) with 20mm (twenty millimetre) nominal size graded crushed stone aggregate including reinforcement complete as per drawing and MORTH technical specification section 1500,1600 ,1700 and 2700 including cost of form work and curing complete and as per directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. |
| 15 | Loosening of the ground upto a level of 300 mm (three hundred millimetre) below the subgrade level, watered, graded with motor grader and compacted in layers to meet requirement of Tables 300.1 and 300.2 with three wheel 80-100 (eighty to one hundred) Kn static roller for subgrade construction as per MORD Technical Specification section 300 and as per directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. |
| 16 | Construction 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 with three wheel 80-100 (eighty - hundred) kN static roller to meet requirement of Table 300.2 complete as per MORD technical Specification section 400 and as per directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. |
| 17 | Construction of 150mm (One hundred fifty millimetre) compacted thickness granular sub-base (GSB) by providing well graded materials, as per table 401 spreading 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 and as per directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. |
| 18 | Providing, laying, spreading and compacting by mechanical means crushed stone aggregate size 63mm to 45mm ( sixty three millimetre to forty five millimetre) Grading-II [75mm ( seventy five millimetres) consolidated thickness) to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty to one hundred) K.N. static roller in stages to proper grade and camber including applying and brooming, stone screening type-B of size 11.2mm ( eleven point two milimetres) nominal size at the rate of 0.20 cum ( zero point two zero cubic metres) per ten square metres and binding material at the rate of 0.06 cum ( zero point zero six cubic metre) per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications section 400 and as per directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. |
| 19 | Providing, laying, spreading and compacting by mechnical means of crushed stone aggregate size 53mm to 22.4mm ( fifty three millimetre to twenty two point four millimetre) Grading-III [75mm( seventy five millimetres) consolidated thickness] to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 K.N. (eight to one hundred) static roller in stages to proper grade and camber, including applying and brooming, stone screening type-B of size 11.2mm ( eleven point two milimetres) nominal size at the rate of 0.18cum (zero point one eight cubic metres) per ten square metres and to fill up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications section 400 and as per directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. |
| 20 | Providing and applying primer coat with bitumen emulsion (SS-1) on the prepared surface of granular base including cleaning of road surface with Hydraulic brooms and spraying primer at the rate of 0.85 Kg. (Zero point eight five kilogram) per square metre using one part of bitumen emulsion SS-I and two parts of water mixed with Nano technology Tera prime emulsion @ 1% (One percent) of weight of emulsion by mechanical means as per M.O.R.D. technical specifications section 505, as per directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. |
| 21 | Providing and applying tack coat with Bitumen emulsion (RS-I) on the prepared granular surface treated with primer and cleaned with hydraulic broom and spraying with bitumen emulsion pressure distributor at the rate 0.25 kg to 0.30 Kg ( Zero decimal two five to Zero decimal three zero kilogram) per Square metre using one part of bitumen emulsion RS-I and two parts of water mixed with Nano technology nanotac @ 1.4% (One decimal four percent) of weight of emulsion as per MORD technical specification section 500, and as per directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. |
| 22 | Providing and laying 30mm (thirty millimetre) compacted thickness bituminous concrete with 100-120 (one hundred to one hundred twenty) TPH hot mix batch type plant with electronic control grading-II using crushed aggregate 13.2 mm (thirteen decimal two millimetre) nominal size of specified grading premixed with bituminous binder VG-10 (Viscosity grade-Ten) at the rate of 5.5% (five point five percent of mix weight or as per design mix with nono technology (Zycotherm) at the rate 0.1% (zero decimal one percent) weight of bitumen, using cement as filler with quantity not less than 2% (two percent) by weight of total aggregate or as per design mix transported to site, laid with sensor paver finisher hydraulic with sensor conrol to the required grade, level and alignment, over a previsiouly prepared surface and rolling complete with sommth three wheel roller 8-10 (eight to ten ) tonne capacity for initial break down rollng and vibratory roller 8-10 (eight to ten) tonne capacity or pneumatic tyre roller of 12-15 (twelve to fifteen) tonne with tyre pressure of atleast 0.56 MPa (Zero decimal five six) for intermediate rolling and finish rolling with 6-8 (six to eighty) tonne sommth wheeled tandom roller to achive the desire compaction, as per directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. |
| 23 | Providing and laying of boulder apron or gabin walls laid in wire crates with 5mm (Five millimetre) dia GI wire conforming to IS:280 and IS:4826 in 100mm x100mm (Hundred millimetre into hundred millimetre) mesh (woven diagonally) including 10 (ten) percent extra for laps and joints laid with stone bounders weighing not less than 40 Kg (Forty kilogram) each as per drawing and technical specification clause 1300 and as per directions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayJul 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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