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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹79.7 LAccepted-Finance VILLAGE BHAGAIN P O BALANA TEHSIL BHATTIYAT DISTT CHAMBA HP | CHAMBA | HIMACHAL PRADESH | 176207 | 1 | Accepted-Finance accept | |
| 2 | 2₹87.3 L+₹7.7 L (9.61%)Rejected-Finance E 172 CHAURA MAIDAN 103 TUNNEL SHIMLA HIMACHAL PRADESH 171001 | SHIMLA | HIMACHAL PRADESH | 171001 | 2 | Rejected-Finance reject |
Tender Value
₹93.9 L
EMD Value
₹1.9 L
Closing Date
13 Feb 2026, 11:00 amClosed
Executive Engineer
HPPWD Division Chowari
C/o CC Pavement work at RD 0/565 to 1/620 and 900 mm dia Hume pipe culvert at RD. 0/914
2026_PWD_127714_3
NIT No. 11996-12050 dated03.02.2026
Open Tender
Civil Works
Percentage
60 days
Chowari
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,000
₹1.9 L
28 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
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.
Loosening of the ground up to a level of 300mm (Three hundred millimeter) below the sub-grade level, watered graded with motor grader and compacted in layers to meet the requirements of Table 300.1 and 300.2 with three wheel 80-100 (eighty – Hundred) kN static roller for sub-grade construction as per MORD Technical specification section 300 and as per direction and the entire satisfaction of the 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.
Construction of Granular sub base 150mm (one hundred fifty millimeter) compacted thickness by providing well graded material as per table 400.1, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with tractor mount appropriate rotavator at OMC and compacting with three wheel 80-100 (eighty – oneHundred) kN static 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, toll tax,GST or any other taxes imposed by the Government.
Providing, laying, spreading by mechanically means and compacting to 75mm (seventy five millimeter) compacted thickness, crushed stone aggregates of Grading-II, 63mm to 45mm (sixty three millimeter to forty five millimeter) nominal size to water bound macadam specification including spreading in uniform thickness using templates, hand packing rolling with three wheeled roller 80-100 (eighty to hundred) kN static weight in stages to proper grade and camber including applying and brooming stone screening Type-B of size 11.2 mm (eleven point two millimetre) nominal size at the rate of 0.20 (zero point two zero) cubic metre per 10 Sqm. (ten square metre) and binding material at the rate 0.06(Zerro 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 MORD Technical specification section 400 and as per direction and 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
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.
Cement Concrete Pavement construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (grade), coarse and fine aggregate conforming to IS:383 , maximum size of coarse aggregate bot exceeding 25mm , mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion , construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specifications.
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.
Providing and laying mechnically mixed and vibrated concrete for plain cement concrete in catchpit flooring for all type of structure grade M-20 (M-Twenty) nominal mix 1:2:4 (one cement isto two sand isto four gradded crushed stone agreegate 20 mm (twenty milimerter) nominal size and curing complete including pumping or bailing out water, dewatering removal of slush as required at site including the cost of form work as per drawing and MORD technical specification sections 802,803,1202 & 1203 including carriage of material within all leads and lifts and other incidentials. The rate is including Royality, Malkana, Octroi, toll tax, ,GST or any other taxes imposed by the Government.
Providing and laying mechnically mixed and vibrated concrete for plain cement concrete 1:2½:5 (M-15) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204 nominal mix and as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, toll tax, ,GST or any other taxes imposed by the Government.
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-3 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.
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.
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.
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.
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