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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹720.07Accepted-AOC | ₹720.07 Quoted ₹7.2 Cr | L1 | Accepted-AOC BID IS RESPONSIVE |
| 2 | L2₹8.0 CrRejected-Finance | ₹8.0 Cr | L2 | Rejected-Finance BID IS NON RESPONSIVE |
| Sl No | Description | Qty | Unit | M/S Prayag Construction L1 | M/s Umashankar Singh Rawat L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in Hill road(Hill Side Cutting):-Excavation in hilly area for construction of road in all type of soil,rocks and E&B etc.. as met at site, true to lines as per Plan, L-Section, Cross Slope, Super Elevation as required, also including Uprooting & Cutting of Bushes, Dressing of Road surface to the required level and slopes with all Lifts & Leads required for safe disposal of surplus excavated material at suitable dumping places indicated in Drawings by Mechanical means / Manual means and including construction of required coolie walling of minimum height of 0.6m with the stones available form the required hill side cutting for retaining the muck, without otherwise damaging the Forest, Forest Land, Utilities, Private and Public Properties, including Slip Clearanceand its safe disposal(same as per mentioned above for safe disposal of surplus excatedmaterial.) till the completion of the work as per part II special condition of contract MORD Specification Clause 1601, 1602 & 1603 and as per direction of Engineer-in-Charge. [Inckuding Passing Places with a Distance not Less than 250 meters from one Passing Place to next Passing Place and not more than 2 Passing Places in 1 Km.] | 1 | L/S | 18,50,582 ₹21,83,686.76 Lowest | 20,65,340.93 ₹24,37,102.3 |
| 2.00 | Lime Stabilisation for Improving SubgradeLaying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 2 per cent slaked lime having minimum 70 per cent of contents of CaO, grading with motor grader and compacting with the smooth wheel road roller at OMC to the desired density to form a layer of improved Sub-grade as per Technical Specification Cluase 403. [By manual Means] | 2,336.7 | cum | 528 ₹14,55,857.57 Lowest | 583.55 ₹16,09,025.92 |
| 3.00 | Construction of Subgrade and Shoulder
Construction of subgrade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.[for Super Elevation] | 1,034.78 | Cum | 122 ₹1,48,966.93 Lowest | 137.28 ₹1,67,624.43 |
| 4.00 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 [for Shoulder] | 1,023.02 | Cum | 63 ₹76,051.31 Lowest | 72.27 ₹87,241.72 |
| 5.00 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 1,536.49 | Cum | 450 ₹8,15,876.19 Lowest | 499.07 ₹9,04,842.95 |
| 6.00 | Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. (For CD Work Only By Mechanical Means) | 1,915.55 | Cum | 130 ₹2,93,845.37 Lowest | 147.18 ₹3,32,678.17 |
| 7.00 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineering- charge. (As per PWD Uttarakhand specifications) | 1,375.5 | Cum | 1,635 ₹26,53,752.15 Lowest | 1,803.01 ₹29,26,447.51 |
| 8.00 | Stablllzed Sub-base Providing, laying, spreading and compacting chemically Stabilized soil mix for Base Course on prepared Subgrade, including Pulverising, adding Designed quantity of IRC Accredited Additives / Cement / Lime to the spreaded soil, proper mixint of soil & granular material with mixing in place method with Rotavator, Grading with Motor Grader and Compacting with Road Roller at OMC to achieve the Designed Unconfined Compressive Strength and to form a layer of base strictly as per technical specification clause 404 and Method Statement of Technology provider
(Procedure and Method Statement duly Approved by IRC). tncluding cost of all material, labour, T&P €tc required for proper completion of work, (Soil Stabilisation Design will be provided by the contractor from NABL Accredited Laboratory), followed by Field Tests for CBR, Field Dry Density, UCS, Durability as per defined Sampling Frequency specified in MORD. Post Laying Tests and Soll Properties shall fullfil the Design Requirement | 2,071.71 | cum. | 2,680 ₹65,51,575.7 Lowest | 2,951.67 ₹72,15,705.03 |
| 9.00 | Stablllzed Base Providing, laying, spreading and compacting chemically Stabilized soil mix for Base Course on prepared Subgrade, including Pulverising, adding Designed quantity of IRC Accredited Additives / Cement / Lime to the spreaded soil, proper mixint of soil & granular material with mixing in place method with Rotavator, Grading with Motor Grader and Compacting with Road Roller at OMC to achieve the Designed Unconfined Compressive Strength and to form a layer of base strictly as per technical specification clause 404 and Method Statement of Technology provider
(Procedure and Method Statement duly Approved by IRC). tncluding cost of all material, labour, T&P €tc required for proper completion of work, (Soil Stabilisation Design will be provided by the contractor from NABL Accredited Laboratory), followed by Field Tests for CBR, Field Dry Density, UCS, Durability as per defined Sampling Frequency specified in MORD. Post Laying Tests and Soll Properties shall fullfil the Design Requirement | 1,545.27 | cum. | 3,515 ₹64,09,316.38 Lowest | 3,869.99 ₹70,56,611.75 |
| 10.00 | Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 15,452.61 | Sqm | 40 ₹7,29,363.19 Lowest | 46.97 ₹8,56,454.73 |
Tender Value
₹7.3 Cr
EMD Value
₹14.6 L
Closing Date
17 Mar 2026, 1:00 pmClosed
CE URRDA DEHRADUN
CE URRDA DEHRADUN
L040-Kumoli Raiwan MR km-02 to Farakande Talli MR (Stage-I and II)
2026_CCUK_146580_1
UT-03417
National Competitive Bid
Civil Works - Roads
Item Rate
365 days
Gairsain
as per technical bid
3 documents required · 3 mandatory
₹5,900
₹14.6 L
SE PMGSY GOPESHWAR HQ GAUCHAR
20 Aug 2026
25 Feb 2026
17 Mar 2026
25 Feb 2026
17 Mar 2026
5 Mar 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in Hill road(Hill Side Cutting):-Excavation in hilly area for construction of road in all type of soil,rocks and E&B etc.. as met at site, true to lines as per Plan, L-Section, Cross Slope, Super Elevation as required, also including Uprooting & Cutting of Bushes, Dressing of Road surface to the required level and slopes with all Lifts & Leads required for safe disposal of surplus excavated material at suitable dumping places indicated in Drawings by Mechanical means / Manual means and including construction of required coolie walling of minimum height of 0.6m with the stones available form the required hill side cutting for retaining the muck, without otherwise damaging the Forest, Forest Land, Utilities, Private and Public Properties, including Slip Clearanceand its safe disposal(same as per mentioned above for safe disposal of surplus excatedmaterial.) till the completion of the work as per part II special condition of contract MORD Specification Clause 1601, 1602 & 1603 and as per direction of Engineer-in-Charge. [Inckuding Passing Places with a Distance not Less than 250 meters from one Passing Place to next Passing Place and not more than 2 Passing Places in 1 Km.] | 1 | L/S | 18,77,582.66 | ₹18,77,582.66 |
| 2 | Lime Stabilisation for Improving SubgradeLaying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 2 per cent slaked lime having minimum 70 per cent of contents of CaO, grading with motor grader and compacting with the smooth wheel road roller at OMC to the desired density to form a layer of improved Sub-grade as per Technical Specification Cluase 403. [By manual Means] | 2,336.7 | cum | 530.5 | ₹12,39,619.35 |
| 3 | Construction of Subgrade and Shoulder
Construction of subgrade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.[for Super Elevation] | 1,034.78 | Cum | 124.8 | ₹1,29,140.54 |
| 4 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 [for Shoulder] | 1,023.02 | Cum | 65.7 | ₹67,212.41 |
| 5 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 1,536.49 | Cum | 453.7 | ₹6,97,105.51 |
| 6 | Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. (For CD Work Only By Mechanical Means) | 1,915.55 | Cum | 133.8 | ₹2,56,300.59 |
| 7 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineering- charge. (As per PWD Uttarakhand specifications) | 1,375.5 | Cum | 1,639.1 | ₹22,54,582.05 |
| 8 | Stablllzed Sub-base Providing, laying, spreading and compacting chemically Stabilized soil mix for Base Course on prepared Subgrade, including Pulverising, adding Designed quantity of IRC Accredited Additives / Cement / Lime to the spreaded soil, proper mixint of soil & granular material with mixing in place method with Rotavator, Grading with Motor Grader and Compacting with Road Roller at OMC to achieve the Designed Unconfined Compressive Strength and to form a layer of base strictly as per technical specification clause 404 and Method Statement of Technology provider
(Procedure and Method Statement duly Approved by IRC). tncluding cost of all material, labour, T&P €tc required for proper completion of work, (Soil Stabilisation Design will be provided by the contractor from NABL Accredited Laboratory), followed by Field Tests for CBR, Field Dry Density, UCS, Durability as per defined Sampling Frequency specified in MORD. Post Laying Tests and Soll Properties shall fullfil the Design Requirement | 2,071.71 | cum. | 2,683.34 | ₹55,59,102.31 |
| 9 | Stablllzed Base Providing, laying, spreading and compacting chemically Stabilized soil mix for Base Course on prepared Subgrade, including Pulverising, adding Designed quantity of IRC Accredited Additives / Cement / Lime to the spreaded soil, proper mixint of soil & granular material with mixing in place method with Rotavator, Grading with Motor Grader and Compacting with Road Roller at OMC to achieve the Designed Unconfined Compressive Strength and to form a layer of base strictly as per technical specification clause 404 and Method Statement of Technology provider
(Procedure and Method Statement duly Approved by IRC). tncluding cost of all material, labour, T&P €tc required for proper completion of work, (Soil Stabilisation Design will be provided by the contractor from NABL Accredited Laboratory), followed by Field Tests for CBR, Field Dry Density, UCS, Durability as per defined Sampling Frequency specified in MORD. Post Laying Tests and Soll Properties shall fullfil the Design Requirement | 1,545.27 | cum. | 3,518.17 | ₹54,36,522.56 |
| 10 | Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 15,452.61 | Sqm | 42.7 | ₹6,59,826.45 |
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