Himachal

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Works

Civil Works

Construction of Rain Shelter at Village Sarog, G.P Badog, Tehsil Arki, Distt. Solan (HP).

Public Works Department

Arki | Solan, Himachal Pradesh

Amount: ₹2.1 LCloses: 12 Oct 20265d left

Timeline

Published6 Oct 2026
Closes12 Oct 2026
Bid Opening13 Oct 2026

Tender Value

₹2.1 L

EMD Value

₹4,300

Closing Date

12 Oct 2026, 6:00 pm5d left

Tender Inviting Organisation

Name

EE Arki

Address

ARKI DIVISION HPPWD ARKI

Work Description

Construction of Rain Shelter at Village Sarog, G.P Badog, Tehsil Arki, Distt. Solan (HP).

Tender Information

Tender ID

2026_PWD_145032_1

Reference Number

NIT NO. 8281-86 DT. 28.09.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

60 days

Location

Arki

Source Website

Subscribe to view

Eligibility / Pre-Qualification

AS PER SBD

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical

RequiredCost of Form and Earnest Money. (.pdf)

RequiredContractors registration refers general rules and directions No 24.3 of SBD. (.pdf)

RequiredGST registration and latest GST return. (.pdf)

RequiredEPF registration with latest return. (.pdf)

RequiredFill Form NO 7/8 of SBD as per Directions and Rules No 24.8 and upload PDF documents. (.pdf)

RequiredAffidavit Reg. litigation with the Department if any and not indulged in submission of fake document (.pdf)

RequiredAn affidavit that information furnished with the bid (Name of work) is correct in all respect. (.pdf)

RequiredContractor should submit mobile number and Email address. (.pdf)

RequiredCopy of PAN. (.pdf)

RequiredList Of Both Gazetted And Non-Gazetted Hppwd Employees Related To Him (General Rule No 14) (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

EMD Fee Amount

₹4,300

Important Dates

Last Activity

6 Oct 2026

Published

6 Oct 2026

Bid Opening

13 Oct 2026

Download Starts

6 Oct 2026

Download Ends

12 Oct 2026

Submission Starts

6 Oct 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious materials and disposal upto all leads and lifts dressing of sides and bottom and backfilling in trenches with excaveted suitable materials as per MORD Specification directed by Engineer-In-Charge	13.23	P.Cum	171.4	₹2,267.62
2	Providing and laying concrete for plain /reinforced concret in open foundation complete as per drawings and technical specifications MORD clause 802,803, 1202 &1203 PCC nominal mix 1:5:10 (1 cement: 5 sand 10 aggregates-40mm)including carriage of materials in all leads and lifts, and as per the direction of Engineer-In-Charge	3.93	P.Cum	4,390.6	₹17,255.06
3	Random rubble masonry with hard stone in foundation andplinth including levelling up with cement concrete 1:6:12 (1cement: 6 coarse sand: 12graded stone aggregate 20 mm nominal size) upto plinth level with: Cement mortar 1:6 (1 cement 6 coarse sand) including carriage of materials within all leads and lifts and as per the direction of Engineer-In-Charge	6.52	P.Cum	5,002.35	₹32,615.32
4.1	Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers within all lead & lift and as per direction of Engineer-in-charge.	10.23	P.Sqm	387.15	₹3,960.54
4.2	Suspended floors, roofs, landings, balconies and access platform	15.05	P.Sqm	468.3	₹7,047.92
4.3	Vertical Surface	3.38	P.Sqm	690.05	₹2,332.37
4.4	Edges of slabs and breaks in floors and walls under 20 Cm wide	13.8	Rmt	131.5	₹1,814.7
5	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15" landings, balconies, shelves, chajjas, lintels, bands, plain window sills, stair cases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement 1.5 coarse sand) 3 graded stone aggregate 20 mm nominal size) including carriage of materials within all leads and lifts and as per the direction of Engineer-In-Charge	3.23	P.Cum	7,835.75	₹25,309.47
6	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars including carriage of materials within all leads lifts and other incidentals as per the direction of Engineer-in-charge	198	P.Kg	92.3	₹18,275.4
7	Brick work with common burnt clay building bricks F.P.S (Non modular) bricks of class designation 7.50 (seven point five) in foundation and plinth in cement mortar 1:6 (One cement: Six sand) complete as per HP PWD specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in-Charge.	4.63	P.Cum	7,564	₹35,021.32

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 • 0.61 MB

Work Item Documents

2RainShelterSarog.pdf

Tender Documents • 4.63 MB

BOQ_215888.xls

BOQ • 0.29 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious materials and disposal upto all leads and lifts dressing of sides and bottom and backfilling in trenches with excaveted suitable materials as per MORD Specification directed by Engineer-In-Charge

13.23

P.Cum

171.4

₹2,267.62

Providing and laying concrete for plain /reinforced concret in open foundation complete as per drawings and technical specifications MORD clause 802,803, 1202 &1203 PCC nominal mix 1:5:10 (1 cement: 5 sand 10 aggregates-40mm)including carriage of materials in all leads and lifts, and as per the direction of Engineer-In-Charge

3.93

P.Cum

4,390.6

₹17,255.06

Random rubble masonry with hard stone in foundation andplinth including levelling up with cement concrete 1:6:12 (1cement: 6 coarse sand: 12graded stone aggregate 20 mm nominal size) upto plinth level with: Cement mortar 1:6 (1 cement 6 coarse sand) including carriage of materials within all leads and lifts and as per the direction of Engineer-In-Charge

6.52

P.Cum

5,002.35

₹32,615.32

4.1

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers within all lead & lift and as per direction of Engineer-in-charge.

10.23

P.Sqm

387.15

₹3,960.54

4.2

Suspended floors, roofs, landings, balconies and access platform

15.05

P.Sqm

468.3

₹7,047.92

4.3

Vertical Surface

3.38

P.Sqm

690.05

₹2,332.37

4.4

Edges of slabs and breaks in floors and walls under 20 Cm wide

13.8

Rmt

131.5

₹1,814.7

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15" landings, balconies, shelves, chajjas, lintels, bands, plain window sills, stair cases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement 1.5 coarse sand) 3 graded stone aggregate 20 mm nominal size) including carriage of materials within all leads and lifts and as per the direction of Engineer-In-Charge

3.23

P.Cum

7,835.75

₹25,309.47

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars including carriage of materials within all leads lifts and other incidentals as per the direction of Engineer-in-charge

198

P.Kg

92.3

₹18,275.4

Brick work with common burnt clay building bricks F.P.S (Non modular) bricks of class designation 7.50 (seven point five) in foundation and plinth in cement mortar 1:6 (One cement: Six sand) complete as per HP PWD specifications of 1990 volume-I including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in-Charge.

4.63

P.Cum

7,564

₹35,021.32