Himachal

Financial Eval

Works

Civil Works - Water Works

Water Body Bowari Rejuvenation project for existing source at Gadana in Tehsil Bhattiyat Distt Chamba HP SH CO PCC R Wall at RD 0 to 7.00 7.00 Rmt of Ht. 4.75 Mtrs

HP Irrigation and Public Health

CHOWARI CHAMBA HP | Chamba, Himachal Pradesh

Amount: ₹9.0 LCloses: 27 Mar 2026Closed

Timeline

Published20 Mar 2026
Closed27 Mar 2026
Technical Evaluation18 Apr 2026
Financial Evaluation24 Aug 2026
Award—

Bids

Item Rate

4 Bids24 Aug 2026

#	Company	Amount	Rank	Status
1	Ram Singh L1₹9.0 LAccepted-Finance HIMACHAL PRADESH	₹9.0 L	L1	Accepted-Finance accepted
2	ROHIT THAKUR L2₹9.3 L+₹33,069.05 (3.69%)Rejected-Finance	₹9.3 L+₹33,069.05 (3.69%)	L2	Rejected-Finance rejected
3	bikrant L3₹9.5 L+₹51,866.15 (5.79%)Rejected-Finance	₹9.5 L+₹51,866.15 (5.79%)	L3	Rejected-Finance rejected
4	Puran Singh Rejected-Technical VILLAGE PO LAHRU TEHSIL BHATTIYAT DISTT CHAMBA HP \| CHAMBA \| HIMACHAL PRADESH \| 176207	-	-	Rejected-Technical REJECTED

BoQ Comparative

Line Items (4)

Sl No	Description	Qty	Unit	bikrant L3	Ram Singh L1	ROHIT THAKUR L2
1.00	Excavation in earth work and disposal of all excavated earth such as pick work, jumper work, blasting work in hard/ soft rocks, including dewatering in saturated soil upto all leads and lifts disposed earth to be levelled and neately dressed within all leads and lifts as per the direction of Engineer-in -Charge.	12.32	Cum.	590 ₹7,268.8	520 ₹6,406.4 Lowest	560 ₹6,899.2
2.00Providing form work with steel plates 3.15 millimeter thick welding with angle iron in frame 30x30x5 millimeter, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and bellies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ-reinforced concrete and plain concrete work in:-
2.10	Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge.	33.25	Sqm.	550 ₹18,287.5	535 ₹17,788.75 Lowest	580 ₹19,285
3.00	Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40mm nominal size) with 15 % plums and curing complete excluding cost of form work in Retaining wall/ Breast walls. The size of plum shall usually be 150 mm to 300 mm as per PWD specification within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.	46.55	Cum.	19,500 ₹9,07,725	18,400 ₹8,56,520 Lowest	19,000 ₹8,84,450
4.00	Providing and fixing PVC pipe for weep holes 100 mm dia of reputed make as per relevant specification of pressure 4.50 Kg./Cm2 complete within all and lift as per the direction and to the entire satisfaction of Engineer in charge.	35	Rmt.	430 ₹15,050 Lowest	450 ₹15,750	540 ₹18,900

Tender Value

₹9.0 L

EMD Value

₹17,973

Closing Date

27 Mar 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

JAL SHAKTI DIVISION CHOWARI

Work Description

Water Body Bowari Rejuvenation project for existing source at Gadana in Tehsil Bhattiyat Distt Chamba HP SH CO PCC R Wall at RD 0 to 7.00 7.00 Rmt of Ht. 4.75 Mtrs

Tender Information

Tender ID

2026_HPIPH_132047_1

Reference Number

NIT NO 21172-21271 DATED 18-03-2025

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

60 days

Location

CHOWARI CHAMBA HP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredCOST OF BID FORM AND EARNEST MONEY (.pdf)

RequiredCOPY OF REGISTRATION (.pdf)

RequiredPAN NO GST NO COPY OF ITR (.pdf)

RequiredUNDERTAKING REGARDING STUDIED ALL TEARMS AND CONDITIONS (.pdf)

RequiredAUTHORIZATION LETTER REGARDING PERSON AUTHORIZED BY THE REGISTRED BIDDER FOR UPLOADING BIDS (.pdf)

Finance

RequiredFORM 6 AND 8 (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹17,973

Important Dates

Last Activity

24 Aug 2026

Published

20 Mar 2026

Bid Opening

28 Mar 2026

Download Starts

20 Mar 2026

Download Ends

27 Mar 2026

Submission Starts

20 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (1 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in earth work and disposal of all excavated earth such as pick work, jumper work, blasting work in hard/ soft rocks, including dewatering in saturated soil upto all leads and lifts disposed earth to be levelled and neately dressed within all leads and lifts as per the direction of Engineer-in -Charge.
2Providing form work with steel plates 3.15 millimeter thick welding with angle iron in frame 30x30x5 millimeter, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and bellies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ-reinforced concrete and plain concrete work in:-
2.1	Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge.	-	Sqm.	-	-
3Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40mm nominal size) with 15 % plums and curing complete excluding cost of form work in Retaining wall/ Breast walls. The size of plum shall usually be 150 mm to 300 mm as per PWD specification within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.
4Providing and fixing PVC pipe for weep holes 100 mm dia of reputed make as per relevant specification of pressure 4.50 Kg./Cm2 complete within all and lift as per the direction and to the entire satisfaction of Engineer in charge.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_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 • 0.72 MB

Work Item Documents

FORM68.pdf

Tender Documents • 2.11 MB

BOQ_195269.xls

BOQ • 0.28 MB

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Company

Ram Singh

L1₹9.0 LAccepted-Finance

HIMACHAL PRADESH

ROHIT THAKUR

L2₹9.3 L+₹33,069.05 (3.69%)Rejected-Finance

bikrant

L3₹9.5 L+₹51,866.15 (5.79%)Rejected-Finance

Puran Singh

Rejected-Technical

VILLAGE PO LAHRU TEHSIL BHATTIYAT DISTT CHAMBA HP | CHAMBA | HIMACHAL PRADESH | 176207

Sl No

Description

Qty

Unit

bikrant

Ram Singh

ROHIT THAKUR

1.00

Excavation in earth work and disposal of all excavated earth such as pick work, jumper work, blasting work in hard/ soft rocks, including dewatering in saturated soil upto all leads and lifts disposed earth to be levelled and neately dressed within all leads and lifts as per the direction of Engineer-in -Charge.

12.32

Cum.

590

₹7,268.8

520

₹6,406.4

Lowest

560

₹6,899.2

2.00Providing form work with steel plates 3.15 millimeter thick welding with angle iron in frame 30x30x5 millimeter, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and bellies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ-reinforced concrete and plain concrete work in:-

2.10

Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge.

33.25

Sqm.

550

₹18,287.5

535

₹17,788.75

Lowest

580

₹19,285

3.00

Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40mm nominal size) with 15 % plums and curing complete excluding cost of form work in Retaining wall/ Breast walls. The size of plum shall usually be 150 mm to 300 mm as per PWD specification within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

46.55

Cum.

19,500

₹9,07,725

18,400

₹8,56,520

Lowest

19,000

₹8,84,450

4.00

Providing and fixing PVC pipe for weep holes 100 mm dia of reputed make as per relevant specification of pressure 4.50 Kg./Cm2 complete within all and lift as per the direction and to the entire satisfaction of Engineer in charge.

Rmt.

430

₹15,050

Lowest

450

₹15,750

540

₹18,900

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in earth work and disposal of all excavated earth such as pick work, jumper work, blasting work in hard/ soft rocks, including dewatering in saturated soil upto all leads and lifts disposed earth to be levelled and neately dressed within all leads and lifts as per the direction of Engineer-in -Charge.
2Providing form work with steel plates 3.15 millimeter thick welding with angle iron in frame 30x30x5 millimeter, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and bellies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ-reinforced concrete and plain concrete work in:-
2.1	Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge.	-	Sqm.	-	-
3Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40mm nominal size) with 15 % plums and curing complete excluding cost of form work in Retaining wall/ Breast walls. The size of plum shall usually be 150 mm to 300 mm as per PWD specification within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.
4Providing and fixing PVC pipe for weep holes 100 mm dia of reputed make as per relevant specification of pressure 4.50 Kg./Cm2 complete within all and lift as per the direction and to the entire satisfaction of Engineer in charge.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in earth work and disposal of all excavated earth such as pick work, jumper work, blasting work in hard/ soft rocks, including dewatering in saturated soil upto all leads and lifts disposed earth to be levelled and neately dressed within all leads and lifts as per the direction of Engineer-in -Charge.

2Providing form work with steel plates 3.15 millimeter thick welding with angle iron in frame 30x30x5 millimeter, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and bellies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ-reinforced concrete and plain concrete work in:-

2.1

Sqm.

3Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40mm nominal size) with 15 % plums and curing complete excluding cost of form work in Retaining wall/ Breast walls. The size of plum shall usually be 150 mm to 300 mm as per PWD specification within all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

4Providing and fixing PVC pipe for weep holes 100 mm dia of reputed make as per relevant specification of pressure 4.50 Kg./Cm2 complete within all and lift as per the direction and to the entire satisfaction of Engineer in charge.