West Bengal

AOC

Works

CIVIL WORKS

Construction of Model AYUSH OPD (Civil and SP Works) at SHD Gitdubling PHC Kalimpong, GTA.

Health and Family Welfare Department

Gitdubling PHC | Kalimpong, West Bengal

Amount: ₹25.8 LCloses: 18 Feb 2026Closed

Timeline

Published5 Feb 2026
Closed18 Feb 2026
Technical Evaluation27 Feb 2026
Financial Evaluation13 Mar 2026
Awarded23 Mar 2026

Bids

Percentage

3 Bids23 Mar 2026

#	Company	Amount	Rank	Status
1	RUTHMARY LEPCHA L1₹25.8 LAccepted-AOC	₹25.8 L	L1	Accepted-AOC L1
2	MANOJ TENCHIPA RAI L2₹26.1 L+₹25,846.31 (1.00%)Rejected-Finance	₹26.1 L+₹25,846.31 (1.00%)	L2	Rejected-Finance HIGHER BID
3	DHANKUMAR ROKA L3₹26.4 L+₹58,121.92 (2.25%)Rejected-Finance	₹26.4 L+₹58,121.92 (2.25%)	L3	Rejected-Finance HIGHER BID

Tender Value

₹25.8 L

EMD Value

₹51,641

Closing Date

18 Feb 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

CMOH KALIMPONG

Address

CMOH Office, Kalimpong

Work Description

Construction of Model AYUSH OPD (Civil and SP Works) at SHD Gitdubling PHC Kalimpong, GTA.

Tender Information

Tender ID

2026_HFW_1000031_1

Reference Number

12/25-26 OF THE CMOH KALIMPONG

Tender Type

Open Tender

Product Category

CIVIL WORKS

Form of Contract

Percentage

Period of Work

270 days

Location

Gitdubling PHC

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredFORMS (.pdf)

RequiredEMD (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

EMD Fee Amount

₹51,641

Important Dates

Last Activity

23 Sept 2026

Published

5 Feb 2026

Bid Opening

20 Feb 2026

Download Starts

5 Feb 2026

Download Ends

18 Feb 2026

Submission Starts

5 Feb 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 (90 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Laying and Jointing PVC Pipe. HeadingConstruction of Model Ayush OPD (Civil and SP Works) in the district of Kalimpong, GTA during the year 2025-26.
1.01	Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.	157.2	Sqm	11.92	₹1,873.82
1.02	Earth work in excavation of foundation trench in all sorts of soil (including mixed soil but excluding laterite of sand stone) including the spoils with in a lead of 75,m as directed. The includes necessary trimming the sides of trenches leveling dressing and ramming the bottom bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.	24.57	Cum	142.15	₹3,492.34
1.03	Earth work in filling in foundation trenches or plinth with good earth,in layers not exceeding 150 mm. including watering & ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished qty. of work ) (a)With earth obtained from excavation of foundation	19.7	Cum	92.42	₹1,820.95
1.04	Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do by fine sand	22.31	Cum	2,523.85	₹56,314.67
1.05	Anti termite treatment to bottom surface ( in case of masonry foundation and basements) and the sides (upto a height of 300 mm. from bottom) of the excavation trenches with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. area. The work shall be carried out as per specification described in 6.2.1. of code IS-6313 (part -II) 1981. (Mode of measurment will be the plan area of foundation treated.)	92.63	sqm	112.03	₹10,377.11
1.06	Single Brick flat soling of picked jhama brick including raming and dressing bed to proper level and filling joints with powdered earth or local sand.	143.15	sqm	632.13	₹90,486.88
1.07	Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.	71.66	sqm	34.32	₹2,459.37
1.08	Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety M15 Grade P.C.C.	11.7	cum	7,726.51	₹90,407.89
1.09	Hire and labour charges for shuttering of requisite thickness inclusive of staging for structural members viz concrete floor/roof slabes in position including horizontal runners horizonta l diagonal bracing providing stone vertical props and striking out carefully after competion of works.(height of props upto 4 M). 25 mm to 30 mm shuttering without staging in foundation	127.36	sqm	249.09	₹31,723.85

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.05 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.32 MB

Work Item Documents

BOQ_2449738.xls

BOQ • 0.37 MB

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Company

RUTHMARY LEPCHA

L1₹25.8 LAccepted-AOC

MANOJ TENCHIPA RAI

L2₹26.1 L+₹25,846.31 (1.00%)Rejected-Finance

DHANKUMAR ROKA

L3₹26.4 L+₹58,121.92 (2.25%)Rejected-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Laying and Jointing PVC Pipe. HeadingConstruction of Model Ayush OPD (Civil and SP Works) in the district of Kalimpong, GTA during the year 2025-26.
1.01	Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.	157.2	Sqm	11.92	₹1,873.82
1.02	Earth work in excavation of foundation trench in all sorts of soil (including mixed soil but excluding laterite of sand stone) including the spoils with in a lead of 75,m as directed. The includes necessary trimming the sides of trenches leveling dressing and ramming the bottom bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.	24.57	Cum	142.15	₹3,492.34
1.03	Earth work in filling in foundation trenches or plinth with good earth,in layers not exceeding 150 mm. including watering & ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished qty. of work ) (a)With earth obtained from excavation of foundation	19.7	Cum	92.42	₹1,820.95
1.04	Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do by fine sand	22.31	Cum	2,523.85	₹56,314.67
1.05	Anti termite treatment to bottom surface ( in case of masonry foundation and basements) and the sides (upto a height of 300 mm. from bottom) of the excavation trenches with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. area. The work shall be carried out as per specification described in 6.2.1. of code IS-6313 (part -II) 1981. (Mode of measurment will be the plan area of foundation treated.)	92.63	sqm	112.03	₹10,377.11
1.06	Single Brick flat soling of picked jhama brick including raming and dressing bed to proper level and filling joints with powdered earth or local sand.	143.15	sqm	632.13	₹90,486.88
1.07	Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.	71.66	sqm	34.32	₹2,459.37
1.08	Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety M15 Grade P.C.C.	11.7	cum	7,726.51	₹90,407.89
1.09	Hire and labour charges for shuttering of requisite thickness inclusive of staging for structural members viz concrete floor/roof slabes in position including horizontal runners horizonta l diagonal bracing providing stone vertical props and striking out carefully after competion of works.(height of props upto 4 M). 25 mm to 30 mm shuttering without staging in foundation	127.36	sqm	249.09	₹31,723.85

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Laying and Jointing PVC Pipe. HeadingConstruction of Model Ayush OPD (Civil and SP Works) in the district of Kalimpong, GTA during the year 2025-26.

1.01

Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.

157.2

Sqm

11.92

₹1,873.82

1.02

Earth work in excavation of foundation trench in all sorts of soil (including mixed soil but excluding laterite of sand stone) including the spoils with in a lead of 75,m as directed. The includes necessary trimming the sides of trenches leveling dressing and ramming the bottom bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.

24.57

Cum

142.15

₹3,492.34

1.03

Earth work in filling in foundation trenches or plinth with good earth,in layers not exceeding 150 mm. including watering & ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished qty. of work ) (a)With earth obtained from excavation of foundation

19.7

Cum

92.42

₹1,820.95

1.04

Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do by fine sand

22.31

Cum

2,523.85

₹56,314.67

1.05

Anti termite treatment to bottom surface ( in case of masonry foundation and basements) and the sides (upto a height of 300 mm. from bottom) of the excavation trenches with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. area. The work shall be carried out as per specification described in 6.2.1. of code IS-6313 (part -II) 1981. (Mode of measurment will be the plan area of foundation treated.)

92.63

sqm

112.03

₹10,377.11

1.06

Single Brick flat soling of picked jhama brick including raming and dressing bed to proper level and filling joints with powdered earth or local sand.

143.15

sqm

632.13

₹90,486.88

1.07

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

71.66

sqm

34.32

₹2,459.37

1.08

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety M15 Grade P.C.C.

11.7

cum

7,726.51

₹90,407.89

1.09

Hire and labour charges for shuttering of requisite thickness inclusive of staging for structural members viz concrete floor/roof slabes in position including horizontal runners horizonta l diagonal bracing providing stone vertical props and striking out carefully after competion of works.(height of props upto 4 M). 25 mm to 30 mm shuttering without staging in foundation

127.36

sqm

249.09

₹31,723.85