Uttarakhand

Technical Eval

Works

Civil Works - Roads

Special Repair of Project approach Roads of Lakhwar MPP

UJVN Limited

Juddo | Dehradun, Uttarakhand

Amount: ₹2.0 CrCloses: 10 Apr 2026Closed

Timeline

Published20 Mar 2026
Closed10 Apr 2026
Technical Evaluation8 Jun 2026
Award—

Bids

20 Bids8 Jun 2026

#	Company	Status
1	Daya Ram Accepted-Technical	Accepted-Technical Fulfils the eligibility criteria
2	M/s Aglarh Valley Construction Accepted-Technical VILLAGE SAJI POST KAMPTI TEHSIL GHANSALI \| DEHRADUN \| UTTARAKHAND \| 248001	Accepted-Technical Fulfils the eligibility criteria
3	M/S BHARAT SINGH TOMAR Accepted-Technical KALSI ROAD DAKPATHAR DEHRADUN \| DEHRADUN \| UTTARAKHAND \| 248001	Accepted-Technical Fulfils the eligibility criteria
4	M/S V.P.S ENTERPRISES Accepted-Technical	Accepted-Technical Fulfils the eligibility criteria
5	Parag Jain Accepted-Technical	Accepted-Technical Fulfils the eligibility criteria

Tender Value

₹2.0 Cr

EMD Value

₹3.9 L

Closing Date

10 Apr 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer (Civil-I)

Address

Lakhwar Multipurpose Project, Dakpathar (Distt-Dehradun) Ph-9456590095

Work Description

Special Repair of Project approach Roads of Lakhwar MPP

Tender Information

Tender ID

2026_UJVN_93417_1

Reference Number

12/EE(Civil-I)/LMP/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Juddo

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredScanned copy of Tender fee, EMD and Rs. 100 Non- judicial stamp paper (.pdf)

RequiredAll Documents mentioned in tender (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹11,800

Tender Fee Payable To

GM (Civil), Lakhwar Project, UJVN Ltd. Dakpathar

EMD Fee Amount

₹3.9 L

Important Dates

Last Activity

8 Jun 2026

Published

20 Mar 2026

Bid Opening

15 Apr 2026

Download Starts

20 Mar 2026

Download Ends

10 Apr 2026

Submission Starts

23 Mar 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation 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. (PWD SOR MISC. 1-2)
2Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cutearlier and disposal of unserviceable materials and stacking of serviceable materialto be used or auctioned, upto a lead of 1000 m including removal and disposal of toporganic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.By manual means In area of non-thorny jungle. (PWD SOR MORD 2-2-1-A)
3Clearance of land slides (Slip Clearance) in soil and ordinary rock by a bull-dozer D 80A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge.(PWD SOR MISC 1-10-1).
4Disposal of land slide/slip/excavated material/ dismantled material/ malba/rubbish/ similar unserviceable by mechanical transport including loading, transporting, unloading to dumping ground for lead up to 1.0 Km for all lifts, complete as per directions of Engineer-in-charge. The distance shall be measured one side only and the volume of material will be calculated by applying the following bulking factors: (a) For common excavation material -1.2 (b) For excavated rock - 1.4 (NSI)
5Engaging & operation of one no. wheel type hydraulic excavator cum loader machine 0.90/1.0 cum (preferably JCB/L&T/BEML etc.) with one operator and one helper including cost of fuel, lubricants and repair maintenance etc. for removal of slip/landslide/excavation in dry and wet condition, complete in all respect as per direction of E/C, payment for engaging excavator cum loader shall be made only for actual working hours at site, no idle charges shall be paid. If machine is trapped in slip/earth, contractor shall make its own arrangement to haul the machine, for which no extra payment shall be made to contractor and machine shall be considered in idle condition. Cost of mobilization & demobilization from site shall be borne by contractor. Engagement of JCB. Including supply of all material, labour T&P etc. required for proper completion of the work. (NSI)
6	Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and crosssections as per Technical Specification Clause 302.3.5 (PWD SOR MORD - 3-8-3)	1	Cum	-	-
7Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 Mechanical Means. : Excavation in Hard Rock (controlled blasting) with disposal upto 1000 m (PWD SOR MORD 3-9-A-2-B)
8Providing Jack Hammer with tractor for drilling holes including cost of operator & helper, Fuel and other consumable items and to & fro in good working condition. As directed by Engineer-In-charge. (NSI)
9	Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10 Nominal mix 1:3:6 (PWD SOR MORD 11-4-1-1)	1	Cum	-	-
10Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 15 Nominal mix 1:2.5:5 (PWD SOR MORD 11-4-2-1)

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.06 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.20 MB

Work Item Documents

biddocument.pdf

Tender Documents • 0.93 MB

BOQ_110584.xls

BOQ • 0.32 MB

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Company

Daya Ram

Accepted-Technical

M/s Aglarh Valley Construction

Accepted-Technical

VILLAGE SAJI POST KAMPTI TEHSIL GHANSALI | DEHRADUN | UTTARAKHAND | 248001

M/S BHARAT SINGH TOMAR

Accepted-Technical

KALSI ROAD DAKPATHAR DEHRADUN | DEHRADUN | UTTARAKHAND | 248001

M/S V.P.S ENTERPRISES

Accepted-Technical

Parag Jain

Accepted-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation 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. (PWD SOR MISC. 1-2)
2Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cutearlier and disposal of unserviceable materials and stacking of serviceable materialto be used or auctioned, upto a lead of 1000 m including removal and disposal of toporganic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.By manual means In area of non-thorny jungle. (PWD SOR MORD 2-2-1-A)
3Clearance of land slides (Slip Clearance) in soil and ordinary rock by a bull-dozer D 80A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge.(PWD SOR MISC 1-10-1).
4Disposal of land slide/slip/excavated material/ dismantled material/ malba/rubbish/ similar unserviceable by mechanical transport including loading, transporting, unloading to dumping ground for lead up to 1.0 Km for all lifts, complete as per directions of Engineer-in-charge. The distance shall be measured one side only and the volume of material will be calculated by applying the following bulking factors: (a) For common excavation material -1.2 (b) For excavated rock - 1.4 (NSI)
5Engaging & operation of one no. wheel type hydraulic excavator cum loader machine 0.90/1.0 cum (preferably JCB/L&T/BEML etc.) with one operator and one helper including cost of fuel, lubricants and repair maintenance etc. for removal of slip/landslide/excavation in dry and wet condition, complete in all respect as per direction of E/C, payment for engaging excavator cum loader shall be made only for actual working hours at site, no idle charges shall be paid. If machine is trapped in slip/earth, contractor shall make its own arrangement to haul the machine, for which no extra payment shall be made to contractor and machine shall be considered in idle condition. Cost of mobilization & demobilization from site shall be borne by contractor. Engagement of JCB. Including supply of all material, labour T&P etc. required for proper completion of the work. (NSI)
6	Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and crosssections as per Technical Specification Clause 302.3.5 (PWD SOR MORD - 3-8-3)	1	Cum	-	-
7Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 Mechanical Means. : Excavation in Hard Rock (controlled blasting) with disposal upto 1000 m (PWD SOR MORD 3-9-A-2-B)
8Providing Jack Hammer with tractor for drilling holes including cost of operator & helper, Fuel and other consumable items and to & fro in good working condition. As directed by Engineer-In-charge. (NSI)
9	Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10 Nominal mix 1:3:6 (PWD SOR MORD 11-4-1-1)	1	Cum	-	-
10Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 15 Nominal mix 1:2.5:5 (PWD SOR MORD 11-4-2-1)

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation 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. (PWD SOR MISC. 1-2)

2Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cutearlier and disposal of unserviceable materials and stacking of serviceable materialto be used or auctioned, upto a lead of 1000 m including removal and disposal of toporganic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.By manual means In area of non-thorny jungle. (PWD SOR MORD 2-2-1-A)

3Clearance of land slides (Slip Clearance) in soil and ordinary rock by a bull-dozer D 80A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge.(PWD SOR MISC 1-10-1).

4Disposal of land slide/slip/excavated material/ dismantled material/ malba/rubbish/ similar unserviceable by mechanical transport including loading, transporting, unloading to dumping ground for lead up to 1.0 Km for all lifts, complete as per directions of Engineer-in-charge. The distance shall be measured one side only and the volume of material will be calculated by applying the following bulking factors: (a) For common excavation material -1.2 (b) For excavated rock - 1.4 (NSI)

5Engaging & operation of one no. wheel type hydraulic excavator cum loader machine 0.90/1.0 cum (preferably JCB/L&T/BEML etc.) with one operator and one helper including cost of fuel, lubricants and repair maintenance etc. for removal of slip/landslide/excavation in dry and wet condition, complete in all respect as per direction of E/C, payment for engaging excavator cum loader shall be made only for actual working hours at site, no idle charges shall be paid. If machine is trapped in slip/earth, contractor shall make its own arrangement to haul the machine, for which no extra payment shall be made to contractor and machine shall be considered in idle condition. Cost of mobilization & demobilization from site shall be borne by contractor. Engagement of JCB. Including supply of all material, labour T&P etc. required for proper completion of the work. (NSI)

Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and crosssections as per Technical Specification Clause 302.3.5 (PWD SOR MORD - 3-8-3)

Cum

7Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 Mechanical Means. : Excavation in Hard Rock (controlled blasting) with disposal upto 1000 m (PWD SOR MORD 3-9-A-2-B)

8Providing Jack Hammer with tractor for drilling holes including cost of operator & helper, Fuel and other consumable items and to & fro in good working condition. As directed by Engineer-In-charge. (NSI)

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10 Nominal mix 1:3:6 (PWD SOR MORD 11-4-1-1)

Cum

10Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 15 Nominal mix 1:2.5:5 (PWD SOR MORD 11-4-2-1)