Uttarakhand

Technical Eval

Works

Pipe Laying Works

Construction of pumping main and 100 KL sump cum pump house including pumps for treated effluent from 28 MLD existing STP Haldwani to NTPC trenching ground and all other appurtenant works

MD (Drinking Water) Peyjal Nigam GoUK

Haldwani | Nainital, Uttarakhand

Amount: Refer DocsCloses: 31 Mar 2026Closed

Timeline

Published18 Mar 2026
Closed31 Mar 2026
Technical Evaluation28 Apr 2026
Award—

Bids

2 Bids28 Apr 2026

#	Company	Status
1	GANPATI ENTERPRISES Accepted-Technical	Accepted-Technical Qualified
2	M/s G S Mehra and Sons Accepted-Technical AMARAVATI COLONY HALDWANI \| HALDWANI \| UTTARAKHAND	Accepted-Technical Qualified

Corrigenda

Corrigendum

1 updatesLatest on 6 Apr 2026

Date changes

Bid Opening6 Apr 20268 Apr 2026

Tender Value

Refer Docs

EMD Value

₹1.5 L

Closing Date

31 Mar 2026, 9:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer, PIU (AMRUT), Uttarakhand Peyjal Nigam, Haldwani

Work Description

Construction of pumping main and 100 KL sump cum pump house including pumps for treated effluent from 28 MLD existing STP Haldwani to NTPC trenching ground and all other appurtenant works

Tender Information

Tender ID

2026_MDPEY_93377_1

Reference Number

501 / T.N. / 05 Dated 13.03.2026

Tender Type

Open Tender

Product Category

Pipe Laying Works

Form of Contract

Item Rate

Period of Work

90 days

Location

Haldwani

Source Website

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Eligibility / Pre-Qualification

Please refer tender documents

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredScan copy of Tender Fee and EMD (.pdf)

RequiredAll Required documents as per bid documents (.pdf)

Finance

RequiredBill of Quantity (.xls)

Fee & Financial Details

Tender Fee Amount

₹4,720

Tender Fee Payable To

Executive Engineer, PIU (AMRUT), UPJN, Haldwani

EMD Fee Amount

₹1.5 L

Pre-Bid Meeting

Meeting Place

Haldwlani

Important Dates

Last Activity

28 Apr 2026

Published

18 Mar 2026

Bid Opening

8 Apr 2026

Download Starts

18 Mar 2026

Download Ends

31 Mar 2026

Submission Starts

24 Mar 2026

Pre-Bid Meeting

20 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (60 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SUMP
1.01	Supply of all materials, labour, T&P etc and construction of R.C.C. CWR of following capacities ( in kiloliters ) with M.S. ladder outside & inside of the tank, M.S. M.H. cover with locking arrangement, supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover etc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2.	-	-	-	-
1.02	Sump capacity - 100 KL	-	Per Lit	-	-
1.03	Construction of masonry type chamber for sluice valve Size as per type design	-	No.	-	-
2Pump House
2.01	Earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift up to 1.5 mtr including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kinds of soil.	-	cum	-	-
2.02	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).	-	cum	-	-
2.03	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering finishing and reinforcement -all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grad aggregate 20 mm nominal size)	-	cum	-	-
2.04	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landing, balconies, shelves, chajjas, lintels, bands, plain window sills, stair cases and spiral stair cases up to floor five level excluding the cost of centering and shuttering finishing and reinforcement -all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grade aggregate 20 mm nominal size)	-	cum	-	-
2.05	Reinforcement in RCC work including straightening, cutting, bending, placing in position and binding, using Thermo-Mechanically Treated bars all complete.	1	qtl	-	-

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

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.11 MB

Work Item Documents

Tender.pdf

Tender Documents • 2.59 MB

BOQ_110537.xls

BOQ • 0.29 MB

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Company

GANPATI ENTERPRISES

Accepted-Technical

M/s G S Mehra and Sons

Accepted-Technical

AMARAVATI COLONY HALDWANI | HALDWANI | UTTARAKHAND

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1SUMP
1.01	Supply of all materials, labour, T&P etc and construction of R.C.C. CWR of following capacities ( in kiloliters ) with M.S. ladder outside & inside of the tank, M.S. M.H. cover with locking arrangement, supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover etc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2.	-	-	-	-
1.02	Sump capacity - 100 KL	-	Per Lit	-	-
1.03	Construction of masonry type chamber for sluice valve Size as per type design	-	No.	-	-
2Pump House
2.01	Earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift up to 1.5 mtr including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kinds of soil.	-	cum	-	-
2.02	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).	-	cum	-	-
2.03	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering finishing and reinforcement -all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grad aggregate 20 mm nominal size)	-	cum	-	-
2.04	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landing, balconies, shelves, chajjas, lintels, bands, plain window sills, stair cases and spiral stair cases up to floor five level excluding the cost of centering and shuttering finishing and reinforcement -all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grade aggregate 20 mm nominal size)	-	cum	-	-
2.05	Reinforcement in RCC work including straightening, cutting, bending, placing in position and binding, using Thermo-Mechanically Treated bars all complete.	1	qtl	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1SUMP

1.01

Supply of all materials, labour, T&P etc and construction of R.C.C. CWR of following capacities ( in kiloliters ) with M.S. ladder outside & inside of the tank, M.S. M.H. cover with locking arrangement, supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover etc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2.

1.02

Sump capacity - 100 KL

Per Lit

1.03

Construction of masonry type chamber for sluice valve Size as per type design

No.

2Pump House

2.01

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

cum

2.02

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

cum

2.03

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering finishing and reinforcement -all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grad aggregate 20 mm nominal size)

cum

2.04

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landing, balconies, shelves, chajjas, lintels, bands, plain window sills, stair cases and spiral stair cases up to floor five level excluding the cost of centering and shuttering finishing and reinforcement -all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grade aggregate 20 mm nominal size)

cum

2.05

Reinforcement in RCC work including straightening, cutting, bending, placing in position and binding, using Thermo-Mechanically Treated bars all complete.

qtl