Tender ID

J&K

Technical Eval

Works

Civil Works

Providing Laying of distribution network at Bhatair and repair of 15000Gallion GSR of village Fazalabad

Public Health Engineering Department

Poonch, Jammu And Kashmir

Amount: ₹10 LCloses: 28 Sept 202624 Sept 2026Closed

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Timeline

Published16 Sept 2026
Closed28 Sept 2026
Technical Evaluation6 Oct 2026
Award—

Bids

6 Bids6 Oct 2026

#	Company	Status
1	AMIR MAQSOOD Accepted-Technical	Accepted-Technical Accepted
2	MS Ahmed Feraz Contractor Accepted-Technical	Accepted-Technical Accepted
3	Waseem Akram Accepted-Technical	Accepted-Technical Accepted
4	ABDUL GANI Rejected-Technical	Rejected-Technical rejected
5	AJAZ AHMED Rejected-Technical	Rejected-Technical rejected

Corrigenda

Corrigendum

1 updatesLatest on 25 Sept 2026Submission Ends:24 Sept 202628 Sept 2026

Date changes

Download Ends24 Sept 202628 Sept 2026Submission Ends24 Sept 202628 Sept 2026Bid Opening25 Sept 202629 Sept 2026

Tender Value

₹10 L

EMD Value

₹20,000

Closing Date

28 Sept 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

XEN PHE Poonch

Address

poonch

Work Description

Providing Laying of distribution network at Bhatair and repair of 15000Gallion GSR of village Fazalabad

Tender Information

Tender ID

2026_PHE_324872_1

Reference Number

E-NIT No. 24 of 2026-27 Dated 16-09-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

100 days

Location

poonch

Source Website

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Eligibility / Pre-Qualification

Providing Laying of distribution network at Bhatair and repair of 15000Gallion GSR of village Fazalabad

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

Requirednit (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹600

Tender Fee Payable To

xen phe poonch

EMD Fee Amount

₹20,000

Important Dates

Last Activity

6 Oct 2026

Published

16 Sept 2026

Bid Opening

29 Sept 2026

Download Starts

16 Sept 2026

Download Ends

28 Sept 2026

Submission Starts

16 Sept 2026

Clarification Period

16 Sept 2026 - 16 Sept 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 (17 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Pipes Works
1.01	Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m inwidth) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil	105.56	Cum	479.3	₹50,594.91
1.02	Refilling of Excavated soil back into trunches	84.51	Cum	180.55	₹15,258.28
1.03	Providing and Laying / Fititng of G.I Pipes 15mm Dia	225	Mtr	179.2	₹40,320
1.04	Providing and Laying / Fititng of G.I Pipes 32mm Dia	1,800	Mtr	384	₹6,91,200
1.05	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 mix ( 1; cement , 4: course sand , 8: graded stone aggregated 40mm nominal size Nallah stone) Below GSR = π/4x 6.502x0.20= 6.63 m3….(a) Below Ramp = π x 7.10 x 0.70 x 0.10 = 2.229 m3 Drain = π x 9 x 0.90 x 0.10 = 2.54 m3	11.4	cum	5,202.9	₹59,313.06
1.06	Providing and laying in position design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions up to plinth level and all work from plinth level to floor five level in M25 grade ( as per IS 9103) to accelerate ,retard setting of concrete improve workability without impairing strength and durability.Note cement in this item is @ 330 kg /cum Excess or less cement used as per design mix is content considered payable or recoverable separately all work up to plinth level. Bed slab = π /4 x 6.102x0.15 = 4.38m3 Gola = π/2 x 5.80 x 0.15 x 0.15 = 0.204 m3	4.58	cum	8,520.15	₹39,022.29
1.07	Cement concrete flooring in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement slurry complete, 50mm thick with 20mm nominal size stone aggregate Ramp = π x 6.80 x 0.70 = 14.94 sqm Drain = π x 8.40 x 0.30 = 7.91 sqm. Total = 22.85 sqm	22.85	aqm	562.15	₹12,845.13
1.08	12 mm thick cement plaster layer in 1:4 mix (1 cement : 4 Course Sand) GSR inner side = π x 5.80 x 3.20 = 58.27 sqm 12 [a] GSR outside = π x 6.10 x 2.65 = 50.75 sqm Beam outside = π x 6.40 x 0.20 = 4.02 sqm Beam soffits = π x 6.25 x 0.15 = 2.94 sqm Beam top = π x 6.25 x 0.15 = 2.94 sqm 12 [b] Dome = 2 x π x 3.70 x 1.50 = 34.85sqm D/d MH Cover = 1 x 0.60 x 0.45 = 0.27 sqm(-)	153.23	sqm	353.1	₹54,105.51
1.09	Extra for plastering on circular works not exceeding 6M in radius in one coat	58.27	sqm	37.8	₹2,202.61

Stage Documents

Stage Summary Snapshot

stage.html

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Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Documents

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Tender Page Snapshot

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NIT Documents

Tendernotice_1.pdf

PDF • 1.46 MB

Work Item Documents

BOQ_1096247.xls

BOQ • 0.46 MB

Corrigendum Documents

ext25.pdf

PDF • 0.57 MB

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Company

AMIR MAQSOOD

Accepted-Technical

MS Ahmed Feraz Contractor

Accepted-Technical

Waseem Akram

Accepted-Technical

ABDUL GANI

Rejected-Technical

AJAZ AHMED

Rejected-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Pipes Works
1.01	Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m inwidth) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil	105.56	Cum	479.3	₹50,594.91
1.02	Refilling of Excavated soil back into trunches	84.51	Cum	180.55	₹15,258.28
1.03	Providing and Laying / Fititng of G.I Pipes 15mm Dia	225	Mtr	179.2	₹40,320
1.04	Providing and Laying / Fititng of G.I Pipes 32mm Dia	1,800	Mtr	384	₹6,91,200
1.05	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 mix ( 1; cement , 4: course sand , 8: graded stone aggregated 40mm nominal size Nallah stone) Below GSR = π/4x 6.502x0.20= 6.63 m3….(a) Below Ramp = π x 7.10 x 0.70 x 0.10 = 2.229 m3 Drain = π x 9 x 0.90 x 0.10 = 2.54 m3	11.4	cum	5,202.9	₹59,313.06
1.06	Providing and laying in position design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions up to plinth level and all work from plinth level to floor five level in M25 grade ( as per IS 9103) to accelerate ,retard setting of concrete improve workability without impairing strength and durability.Note cement in this item is @ 330 kg /cum Excess or less cement used as per design mix is content considered payable or recoverable separately all work up to plinth level. Bed slab = π /4 x 6.102x0.15 = 4.38m3 Gola = π/2 x 5.80 x 0.15 x 0.15 = 0.204 m3	4.58	cum	8,520.15	₹39,022.29
1.07	Cement concrete flooring in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement slurry complete, 50mm thick with 20mm nominal size stone aggregate Ramp = π x 6.80 x 0.70 = 14.94 sqm Drain = π x 8.40 x 0.30 = 7.91 sqm. Total = 22.85 sqm	22.85	aqm	562.15	₹12,845.13
1.08	12 mm thick cement plaster layer in 1:4 mix (1 cement : 4 Course Sand) GSR inner side = π x 5.80 x 3.20 = 58.27 sqm 12 [a] GSR outside = π x 6.10 x 2.65 = 50.75 sqm Beam outside = π x 6.40 x 0.20 = 4.02 sqm Beam soffits = π x 6.25 x 0.15 = 2.94 sqm Beam top = π x 6.25 x 0.15 = 2.94 sqm 12 [b] Dome = 2 x π x 3.70 x 1.50 = 34.85sqm D/d MH Cover = 1 x 0.60 x 0.45 = 0.27 sqm(-)	153.23	sqm	353.1	₹54,105.51
1.09	Extra for plastering on circular works not exceeding 6M in radius in one coat	58.27	sqm	37.8	₹2,202.61

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Pipes Works

1.01

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m inwidth) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil

105.56

Cum

479.3

₹50,594.91

1.02

Refilling of Excavated soil back into trunches

84.51

Cum

180.55

₹15,258.28

1.03

Providing and Laying / Fititng of G.I Pipes 15mm Dia

225

Mtr

179.2

₹40,320

1.04

Providing and Laying / Fititng of G.I Pipes 32mm Dia

1,800

Mtr

384

₹6,91,200

1.05

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 mix ( 1; cement , 4: course sand , 8: graded stone aggregated 40mm nominal size Nallah stone) Below GSR = π/4x 6.502x0.20= 6.63 m3….(a) Below Ramp = π x 7.10 x 0.70 x 0.10 = 2.229 m3 Drain = π x 9 x 0.90 x 0.10 = 2.54 m3

11.4

cum

5,202.9

₹59,313.06

1.06

Providing and laying in position design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions up to plinth level and all work from plinth level to floor five level in M25 grade ( as per IS 9103) to accelerate ,retard setting of concrete improve workability without impairing strength and durability.Note cement in this item is @ 330 kg /cum Excess or less cement used as per design mix is content considered payable or recoverable separately all work up to plinth level. Bed slab = π /4 x 6.102x0.15 = 4.38m3 Gola = π/2 x 5.80 x 0.15 x 0.15 = 0.204 m3

4.58

cum

8,520.15

₹39,022.29

1.07

Cement concrete flooring in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement slurry complete, 50mm thick with 20mm nominal size stone aggregate Ramp = π x 6.80 x 0.70 = 14.94 sqm Drain = π x 8.40 x 0.30 = 7.91 sqm. Total = 22.85 sqm

22.85

aqm

562.15

₹12,845.13

1.08

12 mm thick cement plaster layer in 1:4 mix (1 cement : 4 Course Sand) GSR inner side = π x 5.80 x 3.20 = 58.27 sqm 12 [a] GSR outside = π x 6.10 x 2.65 = 50.75 sqm Beam outside = π x 6.40 x 0.20 = 4.02 sqm Beam soffits = π x 6.25 x 0.15 = 2.94 sqm Beam top = π x 6.25 x 0.15 = 2.94 sqm 12 [b] Dome = 2 x π x 3.70 x 1.50 = 34.85sqm D/d MH Cover = 1 x 0.60 x 0.45 = 0.27 sqm(-)

153.23

sqm

353.1

₹54,105.51

1.09

Extra for plastering on circular works not exceeding 6M in radius in one coat

58.27

sqm

37.8

₹2,202.61