Tender ID

Himachal

Technical Eval

Works

Civil Works

C O Rain Harvesting water tank nar House Of Sh. Niraj at Panjethi, W.No. 7 Talyahar Mandi H.P.

Directorate of Urban Development

w.no. 7, Talyahar | Mandi, Himachal Pradesh

Amount: ₹2.2 LCloses: 27 Mar 2026Closed

Timeline

Published19 Mar 2026
Closed27 Mar 2026
Technical Evaluation1 Apr 2026
Award—

Bids

1 Bid1 Apr 2026

#	Company	Status
1	Tek Singh Rejected-Technical	Rejected-Technical Due to less no. of bids

Tender Value

₹2.2 L

EMD Value

₹4,400

Closing Date

27 Mar 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

Additional Commissioner

Address

Municipal Corporation Mandi H.P.

Work Description

C O Rain Harvesting water tank nar House Of Sh. Niraj at Panjethi, W.No. 7 Talyahar Mandi H.P.

Tender Information

Tender ID

2026_UDDHP_131844_9

Reference Number

UD/MC/MND/online bids/2026-2634-35 dt 17.3.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

90 days

Location

w.no. 7, Talyahar

Source Website

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Eligibility / Pre-Qualification

Valid enlistment of contractor in class C or D of IPH or PWD Dept, Tender Form Fee ,EMD No, EPF No, GST No, PAN No

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredValid registration of contractor in class C or D of IPH or PWD Dept (.pdf)

RequiredTender Form Fee (to be deposited in the account of MC as mentioned in tender notice) (.pdf)

RequiredEMD (to be deposited in the account of MC as mentioned in tender notice) (.pdf)

RequiredEPF No. (.pdf)

RequiredGST No. (.pdf)

RequiredPAN No. (.pdf)

Finance

RequiredFinancial Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

Tender Fee Payable To

Commissioner

EMD Fee Amount

₹4,400

Important Dates

Last Activity

1 Apr 2026

Published

19 Mar 2026

Bid Opening

27 Mar 2026

Download Starts

19 Mar 2026

Download Ends

27 Mar 2026

Submission Starts

19 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
2Supplying filling,spreading&levelling stone boulder of size range 5cm to 20cm ,in recharge pit,in the required thickness ,for all leads & lifts ,all complete as per direction of Engineer –in charge .
3Providing 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) : 8 graded stone aggregate 40 mm nominal size)
4Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
5Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:2:4(1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)
6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
7Providing and laying cement conc. In retaining wall ,return walls ,walls(any thickness)including attached pilaster,column piers,abutment pillares post ,struts ,butterses ,strin g or lacing course ,parapets ,coping bed block anchor blocks ,plain window sill, fillets, sunken floor etc. up to floor five lvl ,excluding the cost of centering ,shuttering and finising 1:4:8(1 cement :4Course sand ):8 graded stone agg size)
8Centering and shuttering including strutting ,propping etc and removal of form work for Suspended floors, roofs, landings, balconies and access platform Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Suspended floors, roofs, landings, balconies and access platform
915 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.
10Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc complete. 40 mm thick with 20 mm nominal size stone aggregate

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 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 • 1.50 MB

Work Item Documents

mwjobnine.pdf

Tender Documents • 0.97 MB

BOQ_194992.xls

BOQ • 0.24 MB

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Company

Tek Singh

Rejected-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
2Supplying filling,spreading&levelling stone boulder of size range 5cm to 20cm ,in recharge pit,in the required thickness ,for all leads & lifts ,all complete as per direction of Engineer –in charge .
3Providing 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) : 8 graded stone aggregate 40 mm nominal size)
4Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
5Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:2:4(1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)
6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
7Providing and laying cement conc. In retaining wall ,return walls ,walls(any thickness)including attached pilaster,column piers,abutment pillares post ,struts ,butterses ,strin g or lacing course ,parapets ,coping bed block anchor blocks ,plain window sill, fillets, sunken floor etc. up to floor five lvl ,excluding the cost of centering ,shuttering and finising 1:4:8(1 cement :4Course sand ):8 graded stone agg size)
8Centering and shuttering including strutting ,propping etc and removal of form work for Suspended floors, roofs, landings, balconies and access platform Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Suspended floors, roofs, landings, balconies and access platform
915 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.
10Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc complete. 40 mm thick with 20 mm nominal size stone aggregate

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

2Supplying filling,spreading&levelling stone boulder of size range 5cm to 20cm ,in recharge pit,in the required thickness ,for all leads & lifts ,all complete as per direction of Engineer –in charge .

3Providing 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) : 8 graded stone aggregate 40 mm nominal size)

4Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :

5Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:2:4(1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)

6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

7Providing and laying cement conc. In retaining wall ,return walls ,walls(any thickness)including attached pilaster,column piers,abutment pillares post ,struts ,butterses ,strin g or lacing course ,parapets ,coping bed block anchor blocks ,plain window sill, fillets, sunken floor etc. up to floor five lvl ,excluding the cost of centering ,shuttering and finising 1:4:8(1 cement :4Course sand ):8 graded stone agg size)

8Centering and shuttering including strutting ,propping etc and removal of form work for Suspended floors, roofs, landings, balconies and access platform Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Suspended floors, roofs, landings, balconies and access platform

915 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.

10Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc complete. 40 mm thick with 20 mm nominal size stone aggregate