Tender For Construction Of Breast Wall At Km.0/230 To 0/240 And Wire Crated Retaining Wall At Km. 0/290 To 0/307.50 And 2/422.50 On Restoration Of Rain Damages Of Suin Bhararpatt Gangoti Road. Construction Of Retaining Wall At Km 2/225 To 2/263 On Re
Tender Value
2.17 Crore
Estimated cost
Bid Submission
12 Oct 2026
10 days left
EMD
4.36 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mandi → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Breast Wall At Km.0/230 To 0/240 And Wire Crated Retaining Wall At Km. 0/290 To 0/307.50 And 2/422.50 On Restoration Of Rain Damages Of Suin Bhararpatt Gangoti Road. Construction Of Retaining Wall At Km 2/225 To 2/263 On Restoration Of Rain Damages On Simus Gwaila Road Km 0/0 To 3/000 Construction Of Retaining Wall At Km 0/600 To 0/620 Breast Wall At Rd 0/930 To 0/950 & Retaining Wall At Rd 1/960 To 1/978, Breast Wall At Rd 3/300 To 3/318 & 3/600 Tp 3/617 On Restoration Of Rain Damages On Arla Lahla Bhaila Road Km 0/0 To 4/000.Construction Of Retaining Wall At Km 0/700 To 0/415 , 2/365 To 2/375, 4/165 To 4/183 And Breast Wall At Km 0/00 To 0/015 And 3/825 To 3/840 On Restoration Of Rain Damages On Bagora Bagla Sanehar Hard Ropri Mordugh Chandani Tikru Road Km 0/00 To 14/00. Providing And Laying Kharanja Soling And Cement Concrete Pavement At Km 1/00 To 1/350 On Restoration Of Rain Damages On Link Road Dak Sihral. Construction Of Breast Wall At Km 1/655 To 1/675 And 1/640 .40 To 1/655 On Restoration Of Rain Damages On Fagla To Salan Dhar . Providing And Laying Kharanja Soling & Cement Concrete Pavement At Km 0/070 To 0/346 On Restoration Of Rain Damages On Chir Bhayotu Road Km 0/00 To 2/000. Construction Of 6.00 Mtr. Span Reinforced Cement Concrete Slab Culvert At Km. 0/350 And Retaining Wall At Km. 4/950 To 4/960 On Restoration Of Rain Damages On Badoun Pipli Road Km. 0/0 To 12/600, Construction Of Breast Wall And Wire Crated Retaining Wall At Km.3/530 To 3/547.50 And Wire Crated Breast Wall At Km 3/750 To 3/767.50 On Restoration Of Rain Damages On Kuni Katkal Bhalara Rains Road . Construction Of Breast Wall At Km 5/520 To 5/540, 6/310 To 6/320 And 8/715 To 8/745 And U-Shape Drain At Km 8/00 To 8/620 On Restoration Of Rain Damages On Challanu To Draman Via Golwan Road Km 0/00 To 8/760. Construction Of Retaining Wall At Rd /530 To 0/539, Breast Wall At Rd. 0/855 To 0/870 & Retaining Wall At Rd 2/855 To 2/862.60 On Restoration Of Rain Damages On Khaddar Khuddi Road Km. 0/0 To 8/0. Construction Of Retaining Wall At Rd 0/070 To 0/075 & Tarring At Km 0/0 To 0/200, 0/500 To 0/700 & 1/600 To 2/655 On Restoration Of Rain Damages On Link Road To Raktal Km .0/0 To 3/0 Under Pdna2023 (12No. Road).
BOQ
| Sl. No. | Item Description |
| 1 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification. Rubble stone laid in cement mortar 1:5 (one cement : five sand) complete within all leads, lifts carriage of material and other incidentials.The rate is inclusive all taxes levy by the government time to time including GST. |
| 2 | Construction of un-reinforced cement concrete pavement as per design and drawing with expension and construction joints, over a prepared sub base, with 43 (forty three) grade cement as per technical clause and specifications M-20 (twenty) grade course and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm (twenty five milimetre) mixed in a concrete mixer of not less than 0.2 cum (zero point two cubic metre) capacity including form work with steel channels and plates complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge.The rate is inclusive all taxes levy by the government time to time including GST. |
| 3 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203. Plain cement concrete Grade M-10 complete within all leads, lifts carriage of material and other incidentials.The rate is inclusive all taxes levy by the government time to time Including GST. |
| 4 | Earth work in excavation for structures in all depths as per drawing and M.O.R.D.technical specification section 300 & 1600 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all lead and lift including dressing of sides and bottom and back filling in trenches with excavated Suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation including rock excavation shall be carried out true to lines grades, side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge, hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, filling of unevenness and finishing the road to specified dimension or as directed by the Enginer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage, rain and other causes it shall be removed by suitable diversion, bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the whole responsibility of the contractor which shall have to be duly compensated by him at his own cost .The rate is inclusive all taxes levy by the government time to time including GST. |
| 5 | Providing and laying cement concrete 1:5:10(one cement: five sand:ten graded crushed / broken stone aggregate 40 mm (forty milimeters) nominal size ) plums and curing complete including the cost of form work in Retaining walls Breast walls, in or under water complete including, pumping or bailing out water ,dewatering removal of slush as required at site which may arisen at the time of laying under water complete for all heights/depths including cost of form work as per drawings and MORD technical specifications section 800, 900,1200 & 1600 and as per the direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals .The rate is inclusive all taxes levy by the government time to time including GST.. |
| 6 | Back filling behind abutment wing wall and return wall complete as per Drawing and technical specifications clause 1204.3.8 Granular material complete within all leads, lifts carriage of material and other incidentials.The rate is inclusive all taxes levy by the government time to time including GST. |
| 7 | Excavation in soil in hilly area in all heights and depths and in all kind of soil by all means including saturated soil comprising of ordinary soil, soft rocks, hard rocks, chiseling/ wedging out of rock ( where blasting is prohibited) and their intermediate classification of soil, setting out true to the required line, grades, width cutting and trimming of side slopes and level as shown on the drawing and as directed by the Engineer-in- Charge at site according to the M.O.R.D. technical specification section 1000 & 300 and sorting out useful materials and stacking the same in all leads and lifts in acquired width of the road and transportation of useful material for filling in road ways, camber, embankments for grade improvements and disposal of all surplus material at approved dumping sites through all modes of transporation including head load or animals transport or mechanical means along with its leveling fine dressing and hauling /carriage of machineries, materials, tools equipments and safety measures. 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 at his own cost.The rate is inclusive all taxes levy by the government time to time including GST. |
| 8 | Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications clauses 800, 1205.4 & 1205.5. Reinforced cement concrete M-25 (1:1.5:3) (one cement : one and half sand : three graded stone aggregate 20mm (twenty millimetre) nominal size) upto any height complete within all leads, lifts carriage of material and other incidentials.The rate is inclusive all taxes levy by the government time to time Including GST. |
| 9 | Providing and laying concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203. Plain cement concrete nominal mix 1:4:8 (one cement : four sand : eight graded stone aggregate 40mm (forty millimetre) nominal size) complete within all leads, lifts carriage of material and other incidentials.The rate is inclusive all taxes levy by the government time to time Including GST. |
| 10 | Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat with bitumen VG-10 @ 0.30 kg (zero point three kilogramme) per Sqm, 20 mm thick pre-mix carpet with Bitumen VG-10 @ 1.46 kg (One point four six kilogramme) per Sqm and seal coat type B with bitumen VG-10 @ 0.68 kg (zero point six eight kilogramme) per Sqm as per technical specification clause 1904.2, 503 and 508.1. The rate including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is inclusive all taxes levy by the government time to time Including GST. |
| 11 | Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 complete within all leads, lifts carriage of material and other incidentials.The rate is inclusive all taxes levy by the government time to time Including GST. |
| 12 | Construction of Drainage spouts complete as per drawing and technical specifications clauses 1209 complete within all leads, lifts carriage of material and other incidentials.The rate is inclusive all taxes levy by the government time to time Including GST. |
| 13 | Construction of RCC railing of M25 (twenty five) grade in-situ with 20 mm(twenty millimetre) nominal size aggregate, true to line and grade, tollurence of vertical RCC post not to exceed 1 in 500 (one in five hundred), centre to centre spacing between vertical post not to exceed 2000 mm (two thousand millimetre), leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including carriage of material within all leads, lifts and other incidentals as per MoRTH clause 2703 and section 1600, 1500 and 1700.The rate is inclusive all taxes levy by the government time to time Including GST |
| 14 | Providing weep holes in brick masonry/stone masonry/plain or reinforced concrete abutment, wing wall, return wall with 100mm (one hundred millimeter) dia P.V.C. pipe extending through the full width of the structures with slope of I (v): 20(H) towards drainage face complete as per drawing and M.O.R.D.technical specification clauses 614, 709 & 1206.6 and as per the directions of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .The rate is inclusive all taxes levy by the government time to time including GST. |
| 15 | Providing and Laying bituminous concrete 30mm ( thirty millimetre) compacted thickness with bitumen of grade VG-30 (Thirty) @ 5.00% (at the rate of five point zero per cent) (percentage by weight of total mix) and lime filler @ 3% (three percentage) (percentage by weight of aggregatre) prepared in Batch Type Hot Mix Plant of 100-120 (Hundred - one hundred twenty) TPH capacity by using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required garde, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete in all respect including haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge.The rate is inclusive all taxes levy by the government time to time including GST. |
| 16 | Stone soling properly handpacked 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 (one hundred milimeter) spread thickness (finished work including materials and labour) and to the entire satisfaction and direction of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is inclusive all taxes levy by the government time to time including GST. |
| 17 | Providing and laying of boulder apron laid in wire crates with 4mm (four millimetre) diametre G.I. wire conforming to IS: 280 and IS: 4826 in 100mm x 100mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10% (ten percent) extra for laps and joints laid with stones boulders weighting not less than 25 Kg. (twenty five kilogram) each as per drawing and technical specifications clause 1301 complete within all leads, lifts, carriage of material and other incidentials. The rate is inclusive all taxes levy by the government time to time including GST. |
| 18 | Providing and laying Plain / reinforced cement concrete in substructure complete as per drawings and technical specifications clause 802, 804,805,806,807,1202 & 1204. PCC Grade M-15 (nominal mix 1:2.5:5) in parapets and curing complete within all leads, lifts carriage of material and other incidentials.The rate is inclusive all taxes levy by the government time to time including GST. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysOct 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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