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Civil Works - Others

Const of internal approach path, drains for providing all-weather vehicular, pedestrian connectivity to the control room building and associated electrical infrastructure at 132KV S/s, Almora, including provisions for safe movement of OandM personnel

MD (Power Transmisison Corporation of Uttarakhand Limited)

132KV S/s, Almora | Nainital, Uttarakhand

Amount: Refer DocsCloses: 5 Nov 2026

Timeline

Published7 Oct 2026
Pre-Bid Meeting21 Oct 2026
Closes5 Nov 2026
Bid Opening6 Nov 2026

Tender Value

Refer Docs

EMD Value

₹2.3 L

Closing Date

5 Nov 2026, 5:00 pm

Tender Inviting Organisation

Name

Chief Engineer

Address

Office of Chief Engineer (OandM), PTCUL, Haldwani

Work Description

Const of internal approach path, drains for providing all-weather vehicular, pedestrian connectivity to the control room building and associated electrical infrastructure at 132KV S/s, Almora, including provisions for safe movement of OandM personnel

Tender Information

Tender ID

2026_PTCU9_101016_1

Reference Number

CE/OandM/PTCUL/HLD/65/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Location

132KV S/s, Almora

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredNIT (.pdf)

RequiredTender Document (.pdf)

RequiredTechnical Specification (.pdf)

RequiredPQR Sheet (.xls)

Finance

RequiredPrice Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹11,800

Tender Fee Payable To

EE, OandM Division, PTCUL, Haldwani

EMD Fee Amount

₹2.3 L

Pre-Bid Meeting

Meeting Place

Office of Chief Engineer (OandM), PTCUL, Haldwani

Important Dates

Last Activity

7 Oct 2026

Published

7 Oct 2026

Bid Opening

6 Nov 2026

Download Starts

7 Oct 2026

Download Ends

5 Nov 2026

Submission Starts

7 Oct 2026

Pre-Bid Meeting

21 Oct 2026

Bill of Quantities

Item WiseBoQ_Ver3.0INR

BoQ1 (15 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.	123	Cumt.	-	-
2	Clearing grass and removal of the rubbish up to a distance of 50m outside the periphery of the area cleared.	2,879.4	Sqm.	-	-
3	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2coarse sand (Zone-III) : 4graded stone aggregate 20 mm nominal size)	49.5	Cumt.	-	-
4	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size)	380	Cumt.	-	-
5	Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete.	440	Sqm.	-	-
6	Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Cold twisted bars	6,663.73	Kg.	-	-
7	Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand)	59.94	Cumt.	-	-
8	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works	2,661.75	Kg.	-	-
9	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.	336	Sqm.	-	-
10	Supplying and stacking at site. 63 mm to 45 mm size stone aggregate	67.2	Cumt.	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.50 MB

Work Item Documents

TenderDocument65.pdf

Tender Documents • 1.23 MB

PQRSheet65.xls

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

123

Cumt.

Clearing grass and removal of the rubbish up to a distance of 50m outside the periphery of the area cleared.

2,879.4

Sqm.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2coarse sand (Zone-III) : 4graded stone aggregate 20 mm nominal size)

49.5

Cumt.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size)

380

Cumt.

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete.

440

Sqm.

Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Cold twisted bars

6,663.73

Kg.

Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand)

59.94

Cumt.

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works

2,661.75

Kg.

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

336

Sqm.

Supplying and stacking at site. 63 mm to 45 mm size stone aggregate

67.2

Cumt.