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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.3 LAccepted-Finance | L1 | Accepted-Finance due to lowest bidder | |
| 2 | L2₹11.4 L+₹11,028.23 (0.98%)Rejected-Finance R O VILLAGE SAGNAHER P O CHAUNTRA TEHSIL JOGINDER NAGAR DISTT MANDI H P | L2 | Rejected-Finance due to highest bidder |
Tender Value
₹11.0 L
EMD Value
₹22,000
Closing Date
16 Apr 2026, 5:00 pmClosed
Executrive Enginer HP,PWD Division Jawalamukhi
Executrive Enginer HP,PWD Division Jawalamukh
C/O R/wall in Wire Crate at RD 12/510 to 12/520 Cement Concrete Pavement at Junction Point in Km 12/910
2026_PWD_133964_3
85-86 dated07.04.2026 and corrigendum 234-39 dated 09.04.2026
Open Tender
Civil Works
Percentage
45 days
Executrive Enginer HP, PWD Division Jawalamukhi
As per SBD
12 documents required · 12 mandatory
₹500
₹22,000
18 May 2026
10 Apr 2026
17 Apr 2026
10 Apr 2026
16 Apr 2026
10 Apr 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 |
|---|---|---|---|---|---|
| 1 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains of soil in all kinds of soils, soft and hard rocks and saturated soil, de-watering, including wedging out rocks where blasting work is prohibited, chiseling or any other mixed variety of soil, including shoring, strutting or bailing out water upto any depth or any height quantum of water including de-watering removal of slush and stacking the serviceable and un-serviceable material clear from the edge of excavation as per direction of Engineer-in-Charge and returning the stacked soil in 15cm (Fifteen centimeter) layers, when required into plinths, sides of foundation etcetera consolidating each deposited layer by ramming, watering and then disposing of all excavated earth including carriage of material within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge. The rate is inclusive of octroi, royality, Malkana, Toll tax, sale tax, GST and any other taxes imposed by the Government. | - | Cubic meter | - | - |
| 2 | Providing and laying mechanically mixed and vibrated cement concrete 1:5:10 (one cement isto five sand isto ten graded crushed stone aggregate 40mm (forty millimeter) nominal size) for plain cement concrete, in or under water in open foundation for all types of structures,retaining/breast walls, edge walls including pumping or bailing out water/ dewatering (surface/sub-soil water) and including removal of slush which may arise at the time of laying under water for all heights/depth and any quantum of water including cost of form work and curing complete as per drawing and MORD Technical specification 802, 803, 1202 & 1203 and as per the direction and the entire satisfaction of Engineer-in-Charge, including carriage of material with in all leads lifts and other incidentals. The rates including Royality, Malkhana, Octroi, Toll tax, Sale tax, GST or any other taxes imposed by the Government. | - | Cubic meter | - | - |
| 3 | Providing and laying 100mm (one Hundred millimeter) dia ISI marked VECTUS /FINOLAX P.V.C. pipe ( working pressure not less then 4 Kg per sequre cm) Weep Holes in brick masonry/stone masonry plain/ reinforcement concrete abutments, wing wall/ return wall, retaining walls and breast walls, extending through the full width of the structure with slope of 1(V): 20H (One vertical isto twenty Horizontal) towards drawing face complete as per drawing and MORD technical specification clause 614,709,1204.3.7 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. | - | Running Metre | - | - |
| 4 | Providing and Laying filling Behind Retaining Wall with approved Granualr mterial as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to full height compacted to firm condition completeas per drawing and technical specification clause 1204.3.8 and as directed by the Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rates including Royality, Malkhana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government. | - | Cubic meter | - | - |
| 5 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 and as per the direction and the entire satisfaction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, toll tax, sales tax, GST or any other taxes imposed by the Government. | - | Cubic meter | - | - |
| 6 | Construction of Granular sub-base by providing close graded material conforming to specifications,mixing by mix in place method spreading in uniform layers of specified thickness with tractor mount appropriate rotavator at OMC and compacting with three wheel 80-100 (eighty – One Hundred) kN static/vibratory power roller to achieve the desired density, complete as per MORD technical specification section 400 for grading I material 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. | - | Cubic meter | - | - |
| 7 | Providing and laying Design mix cement concrete of M-25 grade, 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 appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineerin-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. | - | Cubic meter | - | - |
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