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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.7 LAccepted-Finance | ₹52.7 L | L1 | Accepted-Finance Lowest |
| 2 | L2₹53.6 L+₹98,075.13 (1.86%)Rejected-Finance MOHALLA UPPER JULAHKARI TEHSIL DISTT CHAMBA H P 176318 | CHAMBA | HIMACHAL PRADESH | 176318 | ₹53.6 L+₹98,075.13 (1.86%) | L2 | Rejected-Finance Other than Lowest |
| 3 | L3₹55.3 L+₹2.6 L (5.00%)Rejected-Finance | ₹55.3 L+₹2.6 L (5.00%) | L3 | Rejected-Finance Other than Lowest |
| 4 | L4₹65.8 L+₹13.2 L (25.0%)Rejected-Finance | ₹65.8 L+₹13.2 L (25.0%) | L4 | Rejected-Finance Other than Lowest |
| 5 | L5₹69.0 L+₹16.4 L (31.1%)Rejected-Finance | ₹69.0 L+₹16.4 L (31.1%) | L5 | Rejected-Finance Other than Lowest |
Tender Value
₹65.8 L
EMD Value
₹1.3 L
Closing Date
11 Feb 2026, 11:00 amClosed
Executive Engineer
Executive Engineer Salooni Division HPPWD Salooni
Construction of PCC Breast walls at R.D. 1/550 to 1/640 (Between R.D. 1/550 to 1/650), 4/135 to 4/175 (Between R.D. 4/130 to 4/230), 5/720 to 5/750 (Between R.D. 5/500 to 6/300 and Retaining wall at R.D. 4/205 to 4/220 (Between R.D. 4/130 to 4/230)
2026_PWD_127445_1
EE Salooni letter No. 13881-13930 dated 31.01.2026
Open Tender
Civil Works
Percentage
120 days
Salooni
Please refer Tender documents.
13 documents required · 13 mandatory
₹2,000
₹1.3 L
9 Jun 2026
4 Feb 2026
11 Feb 2026
4 Feb 2026
11 Feb 2026
4 Feb 2026
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 to 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 300 and 1600 and sorting out useful materials and stacking the same in all leads and lifts in acquired width of the road and transportation of un-useful material for filling in road ways, camber, embankments for grade improvements and disposal of all useful material to acquired width of the road or on 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 in all cases., including carriage of materials with in all leads and lifts. The rate is including octroi, royality, Malkana,Tol tax, sale tax, GST or other taxes imposed by the Government. The land for dumping sites shall be arranged by the contractor himself and nothing extra shall be paid on this account.
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 MORD technical specification clause 305.1 and as per the directions 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 any lead and upto any lift including dressing of sides and bottom and back filling in trenches with excavated suitable / approved materials to the original surface in layers not exceeding 150mm one hundred fifty millimeters) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including royality, Malkana,Toll tax, GST or other taxes imposed by the Government.
Backfilling behind retaining wall/breast wall complete as per drawing and technical specification clause 1204.3.8 in granular material within all leads and lift of material as per direction of Engineer-in-Charge and other incidentals. The rate is including royality, Malkana,Toll tax, GST or other taxes imposed by the Government.
Providing and laying Mechanically mixed and vibrated concrete for plain / reinforced concrete nominal mix 1:5:10 ( one cement is to five sand is to ten graded crushed stone aggregate 40 millimeter (forty millimeter) nominal size in or under water and curing complete for 14 (fourteen) days, in open foundations for all type of structures and the like drain etcetera including pumping or bailing out water (surface and sub soil water) dewatering for all depths and any quantum of water including removal of slush which may arise at the time of laying under water complete for all heights / depths including the cost of form work complete as per drawings and M.O.R.D. technical specification Clauses 802,803,1202 and 1203 or as directed by the Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate is including royality, Malkana,Toll tax, GST or other taxes imposed by the Government.
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 (Finolex/ Vertex) with slope of I (v): 20(H) towards drainage face complete as per drawing and MORD technical specification section 700 and 1200 including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect and as per the direction of Engineer-In-Charge. The rate is including royality, Malkana,Toll tax, GST or other taxes imposed by the Government.
Providing and laying Mechanically mixed and vibrated concrete for plain / reinforced concrete nominal mix 1:2.5:5 ( one cement is to two point five sand is to five graded crushed stone aggregate 40 millimeter (forty millimeter) nominal size in or under water and curing complete for 14 (fourteen) days, in open foundations for all type of structures and the like drain etcetera including pumping or bailing out water (surface and sub soil water) dewatering for all depths and any quantum of water including removal of slush which may arise at the time of laying under water complete for all heights / depths including the cost of form work complete as per drawings and M.O.R.D. technical specification Clauses 802,803,1202 and 1203 or as directed by the Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate is including royality, Malkana,Toll tax, GST or other taxes imposed by the Government.
Providing and laying boulder apron laid in wire crate with 4mm dia G.I. wire confirming to IS 280 and IS 4826 in 100 mm x100mm (hundred milimeters into hundred milimeters) mesh(woven diagonally) including 10%for laps & joints laid with stone boulders weighing not less than 40kg (forty kilogram) each in toe walls as per drawing and MORD technical specifications clause 2503 and as per direction of the Engineer - in -Charge including carriage of materials within all leads and lifts and other incidental. The rate is including royality, Malkana,Toll tax, GST or other taxes imposed by the Government.
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