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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹42.9 LAccepted-Finance | ₹42.9 L | 1 | Accepted-Finance Accepted |
| 2 | 2₹46.0 LRejected-Finance | ₹46.0 L | 2 | Rejected-Finance Rejected |
| 3 | 3₹46.7 LRejected-Finance | ₹46.7 L | 3 | Rejected-Finance Rejected |
Tender Value
₹63.9 L
EMD Value
₹1.3 L
Closing Date
17 Apr 2026, 3:00 pmClosed
Executive Engineer
HPPWD Chowari
C/o r/wall , B/wall in wire crate at RD 0/780 to 1/252 and PCC R/wall , R/wall in wire crate and U-Shape drain at Rd 1/320 to 1/728 and HP culvert with wing wall at Rd 0/540 to 0/810
2026_PWD_134173_2
NIT No. 165-220 dated 07.04.2026
Open Tender
Civil Works
60 days
Chowari
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,000
₹1.3 L
19 Jun 2026
12 Apr 2026
17 Apr 2026
12 Apr 2026
17 Apr 2026
12 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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, 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 including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government. | - | Per Cubic Metre | - | - | 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, 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 including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government. |
| 2 | Providing and Laying plain cement concrete 1:4:8 (one cement is to four sand isto eight graded crushed stone aggregate with nominal mix in open foundations complete as per drawing and technical specifications clauses 802, 803, 1202 & 1203 and as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate including the octroi, royalty, Malkana, toll tax, sales tax,GST or any other taxes imposed by the Government. | - | Per Cubic Metre | - | - | - |
| 3 | Providing and laying mechnical mixed and vibrated concrete for plain / reinforced grade M-10 (M-ten) nominal mix 1:3:6 (one cement isto three sand isto six graded crushed stone aggregate 20 millimeter (twenty millimeter) nominal size in or under water and curing complete for 14 (fourteen) days, drain and the like drain etcetera including pumping or bailing out water (surface and sub soil water) dewatering for all depth and any quantum of water including removal of slush which many arise at the time of laying under water complete for all heights / depths includes the cost of form work complete as per drawing and M.O.R.D technical specifications clause 802, 803, 1202 and 1203 or as per direction of Engineer-In-Charge including carriage of materails with in all leads, lifts and other incidentals. The rate including the octori, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government. | 82.1 | Per Cubic Metre | - | - | - |
| 4 | Providing and laying mechanically mixed and vibrated concrete for plain cement concrete Grade M-15 (M-Fifteen) Nominal mix 1:2½:5 (one cement : two and half sand : five graded crushed stone aggregate (40mm) forty millimeters nominal size) on ground or under water, including pumping or bailing out water/ dewatering (surface and sub-soil water) and removal of the slush which may arise at the time of laying concrete, for all heights/depths and any quantum of water,in concrete cradle bedding Type-A including cost of form work and curing complete as per drawing and MORD technical specification section 800, 900, 1100 and as per the direction and the 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, toll tax, ,GST or any other taxes imposed by the Government. | 2.4 | Per Cubic Metre | - | - | - |
| 5 | Providing and laying mechanically mixed and vibrated reinforced cement concrete in sub structure Grade-M-20 (M-Twenty) designed mix with cement contents not less than of 350 kgs. (three hundred fifty kilograms) per cubic meter with 20mm (twenty millimeter) nominal size graded crushed stone aggregate in Bed Block, Dirt wall etcetera for all heights/depths, including cost of form work and curing complete but excluding the cost of reinforcement for reinforced concrete work as per drawing and MORD technical specification section 800, 900 & 1200 and as per the direction and the 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, toll tax, GST or any other taxes imposed by the Government. | 0.5 | Per Cubic Metre | - | - | - |
| 6 | Providing and laying (to level or slope) 900mm (Nine Hundred millimeter) diameter ISI marked reinforced cement concrete heavy duty non pressure pipes I.S class NP-2 for culverts on first class bedding of granular material in single row including providing and fixing collar with cement mortar 1:2 (one cement : two sand) but excluding the cost of excavation, protection works, back filling, concrete bedding and masonary work in head walls and parapets etcetera as per drawing and MORD technical specification section 1100 as per the direction and the 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, toll tax, GST or any other taxes imposed by the Government. | 15 | Per Running Metre | - | - | - |
| 7 | Providing and Laying mechanically mixed and vibrated plain cement concrete in foundation for all type of structure complete of plain concrete nominal mix 1:5:10 (one cement isto five sand isto ten graded) crushed stone aggregate 40 mm (Forty millimetre) nominal size in or under water and curingomplete including pumping or bailing out water, dewatering, removal of slush as required at site which may arrise at the time of laying under water complete for all hights / depth including the cost of form work complete in all respect as per the drawing and technical specifications clause 802, 803, 1202 and 1203 and as per direction of Engineer-in-Charge. The rate including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government. | - | Per Cubic Metre | - | - | - |
| 8 | Back filling with granular material behind abutments, return walls, wing walls and retaining walls complete as per drawings and MORD technical specification clause 1204.3.8 or as directed by the Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidental. The rate including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government. | - | Per Cubic Metre | - | - | - |
| 9 | Providing Weepholes in brick masonary / stone masonary / plain / re-inforced concrete abutment, wing wall, return wall, retaining walls with 100 mm (one hundred millimetre) dia meters, PVC pipe exetnding through the full width of the structures with a slope of 1 (one) vertical : 20 (twenty) horizental towards drawing face complete as per drawing and tecnical specification clause 614, 709, 1204.3.7 and as per direction of Engineer-In-Charge including carriage of materails with in all leads, lifts and other incidentals.The rate including the octori, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government. | - | Each | - | - | - |
| 10 | Providing and laying of boulder apron laid in wire crates with 4 mm (four milimetre) dia G.I wire conforming to IS: 280 and IS: 4826 in 100 mm x 100 mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10% (ten percent) extra for laps and joints laid with stone boulders weighting not less than 25 Kg (twenty five kilograme) each as per drawing technical specifications Clause 1301 and as per direction of Engineer-In-Charge including carriage of materails with in all leads, lifts and other incidentals. The rates are inclusive of the octori, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government. | 187.5 | Per Cubic Metre | - | - | - |
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