J&K

Financial BO

Works

Civil Works

Construction of WHT in Cement Concerte in the land of Muneer Ahmad Gojer S/o Mohd Lateef R/O Yali Village Yali Block Bonkoot District Bandipora under the scheme of IWMP for the year 2026-27. Location of Work Yali.

AGRICULTURE PRODUCTION DEPARTMENT

Construction of WHT in Cement Concerte in the land | Bandipora, Jammu And Kashmir

Amount: ₹3.2 LCloses: 19 Sept 2026Closed

Timeline

Published12 Sept 2026
Closed19 Sept 2026
Financial Evaluation—
Award—

Bids

Percentage

3 Bids24 Sept 2026

#	Company	Quoted %	Amount	Rank	Status
1	M/s Abdul Majeed Khan L1₹2.6 LAdmitted-Fee/PreQual/Technical/Finance	-20.00%	₹2.6 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	M/s Gh Rasool Shah L1₹2.6 LAdmitted-Fee/PreQual/Technical/Finance	-20.00%	₹2.6 L	L1	Admitted-Fee/PreQual/Technical/Finance
3	SABA FAROOQ L2₹2.7 L+₹8,044.67 (3.12%)Admitted-Fee/PreQual/Technical/Finance	-17.50%	₹2.7 L+₹8,044.67 (3.12%)	L2	Admitted-Fee/PreQual/Technical/Finance

Tender Value

₹3.2 L

EMD Value

₹6,436

Closing Date

19 Sept 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT SOIL CONSERVATION OFFICER BANDIPORA

Address

ASSISTANT SOIL CONSERVATION OFFICER BANDIPORA

Work Description

Construction of WHT in Cement Concerte in the land of Muneer Ahmad Gojer S/o Mohd Lateef R/O Yali Village Yali Block Bonkoot District Bandipora under the scheme of IWMP for the year 2026-27. Location of Work Yali.

Tender Information

Tender ID

2026_APD_324494_2

Reference Number

NITNo 01/ASCO/BPR/2026-27 Dated 12-09-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Location

Construction of WHT in Cement Concerte in the land

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical/Finance

RequiredAs per NIT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹300

Tender Fee Payable To

Account Head 0401

EMD Fee Amount

₹6,436

Important Dates

Last Activity

24 Sept 2026

Published

12 Sept 2026

Bid Opening

21 Sept 2026

Download Starts

14 Sept 2026

Download Ends

19 Sept 2026

Submission Starts

14 Sept 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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 (18 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth work in excavation by manual means in trench’s for foundation not 1.5 m in width and the like component not exceeding 20 sq. mt on a plane. Depth Upto 1.50 m, inclined disposal of excavated earth upto 1 m for cutting edge, inclined extra lift of 1.5 m 7m * 7m * 1.8 m=88.2 cum	88.2	Cum	479.3	₹42,274.26
2	P/L stone soling dry hand packed at the bottom of foundation incline ramming, watering all complete: _ 7m * 7m* 0.15 m = 7.35 Cum D/d Void @15% = 1.10 Net 6.25 Cum	6.25	Cum	700	₹4,375
3	P/L cement concrete m 75 (1:4:8) inch 40 mm normal size of aggregate over soiling layer Nallah aggregate with fine sand 7m * 7m* 0.15m = 7.35 m3	7.35	Cum	5,202	₹38,234.7
4	Form Work: Centring and shuttering in inner side of walls WHT with ordinary Plank wood for Cement Concrete 4 No * (6.4 +5.8) * (1.5 ) =36.6 sqm 2	36.6	Sqm	628.95	₹23,019.57
5	Providing Reinforcement to RCC Work including cutting, bending and placing in position. Base: Length= 177 Dia 8 mm = 119 0.395 ( Per Mtr Weight) = 47 KG Breadth = 717 Dia 12 mm = 119 0.889 ( Per Mtr Weight) =106 KG Wall :Vertical = 4 17 1.5 Dia 8 mm = 102 0.395 ( Per Mtr Weight) =40.29 Kg Horizontal = 4 7* 6 , (Dia 12 mm) = 168 * 0.889 ( Per Mtr Length ) =149 Kg Total Quantity : 342 KG	342	Kg	100	₹34,200
6	P/L Cement Concrete in M-15 Grade ( 1:3:6) with 40 mm nominal size of Nalla aggregate. 2 * 7m(0.30 +0.60) 1.5 = 9.45cum 2 2 ( 6.4 + 5.8 ) * (0.60+0.30) * 1.5 = 8.23 2 2 Total = 17.68 Cum	17.68	Cum	5,673	₹1,00,298.64
7	Cement Plaster 12 mm in 1:4 Mix using fine sand inclined footing coat of neat cement ( Water Proofing ) Floor: 5.8 * 5.8 = 33.64 Sqm Wall : 4 * (5.4+5.8) 1.5= 36.6 Sqm 2 Berms : 4 0.30 * 6 .4 = 7.68 sqm Total = 77.92 Sqm	77.92	Sqm	266.2	₹20,742.3
8	Carriage of material by mechanical transport is to from average distance 15 km. i) Cement	5.4	MT	248.03	₹1,339.36
9	Sand	11.97	Cum	279.3	₹3,343.22
10	Aggregate	22.16	Cum	279.3	₹6,189.29

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1094578.xls

BOQ • 0.35 MB

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Company

M/s Abdul Majeed Khan

L1₹2.6 LAdmitted-Fee/PreQual/Technical/Finance

M/s Gh Rasool Shah

L1₹2.6 LAdmitted-Fee/PreQual/Technical/Finance

SABA FAROOQ

L2₹2.7 L+₹8,044.67 (3.12%)Admitted-Fee/PreQual/Technical/Finance

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth work in excavation by manual means in trench’s for foundation not 1.5 m in width and the like component not exceeding 20 sq. mt on a plane. Depth Upto 1.50 m, inclined disposal of excavated earth upto 1 m for cutting edge, inclined extra lift of 1.5 m 7m * 7m * 1.8 m=88.2 cum

88.2

Cum

479.3

₹42,274.26

P/L stone soling dry hand packed at the bottom of foundation incline ramming, watering all complete: _ 7m * 7m* 0.15 m = 7.35 Cum D/d Void @15% = 1.10 Net 6.25 Cum

6.25

Cum

700

₹4,375

P/L cement concrete m 75 (1:4:8) inch 40 mm normal size of aggregate over soiling layer Nallah aggregate with fine sand 7m * 7m* 0.15m = 7.35 m3

7.35

Cum

5,202

₹38,234.7

Form Work: Centring and shuttering in inner side of walls WHT with ordinary Plank wood for Cement Concrete 4 No * (6.4 +5.8) * (1.5 ) =36.6 sqm 2

36.6

Sqm

628.95

₹23,019.57

Providing Reinforcement to RCC Work including cutting, bending and placing in position. Base: Length= 17*7 Dia 8 mm = 119* 0.395 ( Per Mtr Weight) = 47 KG Breadth = 7*17 Dia 12 mm = 119 * 0.889 ( Per Mtr Weight) =106 KG Wall :Vertical = 4 *17 * 1.5 Dia 8 mm = 102 *0.395 ( Per Mtr Weight) =40.29 Kg Horizontal = 4 * 7* 6 , (Dia 12 mm) = 168 * 0.889 ( Per Mtr Length ) =149 Kg Total Quantity : 342 KG

342

100

₹34,200

P/L Cement Concrete in M-15 Grade ( 1:3:6) with 40 mm nominal size of Nalla aggregate. 2 * 7m(0.30 +0.60) *1.5 = 9.45cum 2 2 * ( 6.4 + 5.8 ) * (0.60+0.30) * 1.5 = 8.23 2 2 Total = 17.68 Cum

17.68

Cum

5,673

₹1,00,298.64

Cement Plaster 12 mm in 1:4 Mix using fine sand inclined footing coat of neat cement ( Water Proofing ) Floor: 5.8 * 5.8 = 33.64 Sqm Wall : 4 * (5.4+5.8) *1.5= 36.6 Sqm 2 Berms : 4 * 0.30 * 6 .4 = 7.68 sqm Total = 77.92 Sqm

77.92

Sqm

266.2

₹20,742.3

Carriage of material by mechanical transport is to from average distance 15 km. i) Cement

5.4

248.03

₹1,339.36

Sand

11.97

Cum

279.3

₹3,343.22

Aggregate

22.16

Cum

279.3

₹6,189.29