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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.3 CrAccepted-AOC 2ND AND 3RD FLOOR WZ92C RAJA GARDEN RING ROAD NEW DELHI 110015 | WEST | DELHI | 110015 | ₹14.3 Cr | L1 | Accepted-AOC Quoted rate found L1 |
| 2 | L2₹16.1 CrRejected-Finance A 15 1ST FLOOR PRIYADARSHINI VIHAR DELHI 110092 | SHAHDARA | DELHI | 110092 | ₹16.1 Cr | L2 | Rejected-Finance Quoted rates found more than L1 |
| 3 | L3₹19.8 CrRejected-Finance 366 GIANI ZAIL SINGH NAGAR ROPAR PB 140001 | ROPAR | ROPAR | PUNJAB | 140001 | ₹19.8 Cr | L3 | Rejected-Finance Quoted rates found more than L1 |
| Sl No | Description | Qty | Unit | GARG & GARG CO H1 | chaudhary construction company private limited H2 | Spar Geo Infra Pvt Ltd H3 |
|---|---|---|---|---|---|---|
| 1.00PART – I Formation Works (ALTITUDE -3001 to 3301 mtr) | ||||||
| 1.01 | Rough Excavation in Soil/Soil mixed with small boulders getting out and disposing all excavated material lead upto 6m and upto 1.5 m deep (by machine) (For "Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres.") as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 19,008 | Cum | 425 ₹80.8 L | 250 ₹47.5 L | 250 ₹47.5 L |
| 1.02 | Disposal of Excavated earth with vehicle upto 5 KM initial lead and as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 6,652.8 | Cum | 200 ₹13.3 L | 70 ₹4.7 L | 200 ₹13.3 L |
| 1.03 | Earthwork in Embankment by filling with earth free from roots etc. speading in layers not exceeding 30cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in ordinary soil in hill road where cut and fill method is adopted. (1st Lift of 0 to 2.675 m) (For lift wise filling item "Providing & Backfilling behind Facia Units with approved selected reinforced granular fill material to be obtained from private querry or land as available within lead of 1-2 km including all leads and lifts, including segregation, complete as per drawing and technical specification (Reference to MoRT&H's specification Clause 3100 and IRC:78 caluse 710.1.4) & 2200. (reinforced fill) {Available from excavated material, screened, meeting the specifications.}" excluding carriage) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 12,355.2 | Cum | 1,850 ₹2.3 Cr | 450 ₹55.6 L | 500 ₹61.8 L |
| 1.04 | Earthwork in Embankment by filling with earth free from roots etc. speading in layers not exceeding 30cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in ordinary soil in hill road where material is brought from borrow pit. (2nd additional Lift of 1.5 m from 2.675m to 4.175m)
(For lift wise filling item "Providing & Backfilling behind Facia Units with approved selected reinforced granular fill material to be obtained from private querry or land as available within lead of 1-2 km including all leads and lifts, including segregation, complete as per drawing and technical specification (Reference to MoRT&H's specification Clause 3100 and IRC:78 caluse 710.1.4) & 2200. (Material to be procured-Borrow material meeting the speciifcations}" excluding carriage)as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 7,425 | Cum | 1,850 ₹1.4 Cr | 450 ₹33.4 L | 550 ₹40.8 L |
| 1.05 | Earthwork in Embankment by filling with earth free from roots etc. speading in layers not exceeding 30cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in ordinary soil in hill road where material is brought from borrow pit. (3rd additional Lift of 1.5 m from 4.175m to 5.675m)
(For lift wise filling item "Providing & Backfilling behind Facia Units with approved selected reinforced granular fill material to be obtained from private querry or land as available within lead of 1-2 km including all leads and lifts, including segregation, complete as per drawing and technical specification (Reference to MoRT&H's specification Clause 3100 and IRC:78 caluse 710.1.4) & 2200. (Material to be procured-Borrow material meeting the specifications}" excluding carriage) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 6,296.4 | Cum | 1,850 ₹1.2 Cr | 450 ₹28.3 L | 750 ₹47.2 L |
| 1.06 | Earthwork in Embankment by filling with earth free from roots etc. spreading in layers not exceeding 30cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in | 5,583.6 | Cum | 1,850 ₹1.0 Cr | 450 ₹25.1 L | 925 ₹51.6 L |
| 1.07 | Earthwork in Embankment by filling with earth free from roots etc. speading in layers not exceeding 30cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in ordinary soil in hill road where material is brought from borrow pit. (5th additional Lift of 1.5 m from 7.175m to 8.675m)
(For lift wise filling item "Providing & Backfilling behind Facia Units with approved selected reinforced granular fill material to be obtained from private querry or land as available within lead of 1-2 km including all leads and lifts, including segregation, complete as per drawing and technical specification (Reference to MoRT&H's specification Clause 3100 and IRC:78 caluse 710.1.4) & 2200. (Material to be procured-Borrow material meeting the speciifcations}" excluding carriage) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 4,900.5 | Cum | 1,850 ₹90.7 L | 450 ₹22.1 L | 1,000 ₹49.0 L |
| 1.08 | Earthwork in Embankment by filling with earth free from roots etc. speading in layers not exceeding 30cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in ordinary soil in hill road where material is brought from borrow pit. (6th additional Lift of 1.5 m from 8.675m to 10.175m)
(For lift wise filling item "Providing & Backfilling behind Facia Units with approved selected reinforced granular fill material to be obtained from private querry or land as available within lead of 1-2 km including all leads and lifts, including segregation, complete as per drawing and technical specification (Reference to MoRT&H's specification Clause 3100 and IRC:78 caluse 710.1.4) & 2200. (Material to be procured-Borrow material meeting the speciifcations}" excluding carriage) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 4,158 | Cum | 1,850 ₹76.9 L | 450 ₹18.7 L | 1,300 ₹54.1 L |
| 1.09 | Earthwork in Embankment by filling with earth free from roots etc. speading in layers not exceeding 30cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in ordinary soil in hill road where material is brought from borrow pit. (7th additional Lift of 1.5 m from 10.175m to 11.675m)
(For lift wise filling item "Providing & Backfilling behind Facia Units with approved selected reinforced granular fill material to be obtained from private querry or land as available within lead of 1-2 km including all leads and lifts, including segregation, complete as per drawing and technical specification (Reference to MoRT&H's specification Clause 3100 and IRC:78 caluse 710.1.4) & 2200. (Material to be procured-Borrow material meeting the speciifcations}" excluding carriage) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract | 3,534.3 | Cum | 1,850 ₹65.4 L | 450 ₹15.9 L | 1,500 ₹53.0 L |
Tender Value
₹16.3 Cr
EMD Value
₹12.3 L
Closing Date
16 Dec 2024, 4:00 pmClosed
CE Project Yojak
HQ CE Project Yojak Near Solang Valley Manali Distt Kullu Himachal Pradesh 175103.
EXECUTION FOR PROVISIONING OF 270 M SNOW CATCH DAM AT KM 21.911 TO 22.181 ON D-S ROAD, I.E. ARSP OF PROPOSED 4.25 KM LONG SHINKUN LA TUNNEL UNDER 126 RCC 13 BRTF OF PROJECT YOJAK IN THE STATE OF HIMACHAL PRADESH INCLUDING DESIGN AND PROOF CHECKING
2024_BRO_681028_1
CE (P) YJK - 03 of 2024-25
Open Tender
Civil Works
540 days
AT KM 21.911 TO 22.181 ON D-S ROAD, I.E. ARSP OF P
As per Tender Documents
8 documents required · 8 mandatory
₹0
₹12.3 L
Yes
HQ CE Project Yojak Near Solang Valley Manali Dist
14 Jan 2026
24 Oct 2024
17 Dec 2024
25 Oct 2024
16 Dec 2024
5 Nov 2024
25 Oct 2024 - 4 Nov 2024
2 Nov 2024
Amount
PART – I Formation Works (ALTITUDE -3001 to 3301 mtr)
Rough Excavation in Soil/Soil mixed with small boulders getting out and disposing all excavated material lead upto 6m and upto 1.5 m deep (by machine) (For "Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres.") as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract
Disposal of Excavated earth with vehicle upto 5 KM initial lead and as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract
Earthwork in Embankment by filling with earth free from roots etc. spreading in layers not exceeding 30cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in
Earthwork in Embankment by filling with earth free from roots etc. speading in layers not exceeding 30cm including watering and finishing to required slope and level not exceeding 1.5 m high above the base in ordinary
The Rates for carriage of all types of material including constructional stores by mechanical transport including loading unloading and providing all tools equipments and machinery required for loading unloading and expenses involved in vehicles and crew. (for 2 Km Lead) (Density of filling material as 1.6 MT/Cum) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract
PART – II PERMANENT WORKS (ALTITUDE -3001 to 3301 mtr)
Supply and installation of Self Drilling Anchors (32mm dia., yield load>230kN) with attached sacrificial drill bit, nut, washer plate 200 x 200 x 10 mmm size, coupler for connecting bars, with suitable corrosion protection coating for bar and accessories and full length grouting with admixture including all ancillary works for soil nailing/top/bottom/surface anchoring including all ancillary material, machinery, Labour etc. as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract
Construction of drain with PCC lining for road side drains using M15 grade concrete as per detailed technical specifications and as directed by Engineer-In-charge.
Carrying out detailed 3D laser Survey, Geotechnical Investigation and Testing, Geological studies and mapping of joints, Analysis of data received from tests of identified steep slope locations and snow inputs as received from Snow and Avalanche Study Establishment, propose suitable mitigation measures for Avalanche mitigation and approval of proposed measures from Indian Institute of technology etc as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract.
Supplying and installation of Gabion facia unit with integrated tail as secondary reinforcement of length 2m that is made of mechanically woven, double twisted, hexagonal shaped wire mesh, Mesh type 10x12 as per IS 16014:2018, having D=100mm, wire dia ID/OD 2.7/3.7mm, (Zn +10%Al) + polymer coated, mechanically edged/selvedged and shall have minimum 10 numbers of mesh openings per meter of mesh perpendicular to twist, with partition at 1 m interval etc. complete as per detailed technical specifications {Size of Gabion Facia Units 3m x 3m x 1 m (LxBxH)} as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract
Supplying and installation of Gabion facia unit with integrated tail as secondary reinforcement of length 2m that is made of mechanically woven, double twisted, hexagonal shaped wire mesh, Mesh type 10x12 as per IS 16014:2018, having D=100mm, wire dia ID/OD 2.7/3.7mm, (Zn +10%Al) + polymer coated, mechanically edged/selvedged and shall have minimum 10 numbers of mesh openings per meter of mesh perpendicular to twist, with partition at 1 m interval etc. complete as per detailed technical specifications {Size of Gabion Facia Units 3m x 3m x 0.5 m (LxBxH)} as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract
Supplying and installation of Gabion facia unit with integrated tail as secondary reinforcement of length 3m that is made of mechanically woven, double twisted, hexagonal shaped wire mesh, Mesh type 10x12 as per IS 16014:2018, having D=100mm, wire dia ID/OD 2.7/3.7mm, (Zn +10%Al) + polymer coated, mechanically edged/selvedged and shall have minimum 10 numbers of mesh openings per meter of mesh perpendicular to twist, with partition at 1 m interval etc. complete as per detailed technical specifications attached as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract
Supply and installation of Gabion/Green facia unit with Biodegradable erosion control banket and welded mesh panel and integrated tail as secondary reinforcement of length 2m that is made of mechanically woven, double twisted, hexagonal shaped wire mesh, Mesh type 10x12, having D=100mm with tolerance of +/-2%, wire dia ID/OD 2.7/3.7mm, Zn+10%Al+PVC coated, MORTH specification No 3100 as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract
Supply and installation of Gabion/Green facia unit with Biodegradable erosion control banket and welded mesh panel and integrated tail as secondary reinforcement of length 2m that is made of mechanically woven, double twisted, hexagonal shaped wire mesh, Mesh type 10x12, having D=100mm with tolerance of +/-2%, wire dia ID/OD 2.7/3.7mm, Zn+10%Al+PVC coated, MORTH specification No 3100 as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract
Supply and installation of Self Drilling Anchors (32mm dia., yield load>230kN) with attached sacrificial drill bit, nut, washer plate 200 x 200 x 10 mmm size, coupler for connecting bars, with suitable corrosion protection coating for bar and accessories and full length grouting with admixture including all ancillary works for soil nailing/top/bottom/surface anchoring including all ancillary material, machinery, Labour etc. as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract
chaudhary construction company private limited (BID ID -3189410)
Spar Geo Infra Pvt Ltd (BID ID -3189029)
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