Environment and Forests Government Departments Closing in 8 days TDR #56503331

Tender For Construction Of Bridge (Span 50 Ft) At Co:- 13/N , Block Chirool-I & Construction Of Bridge (Span 50 Ft) At Co:- 6A/N Chichha , Block Pullar Of Nagseni Range, Kishtwar Forest Division Under C A Cat Kwar Hepp For The Year 2025-26.

Issued by Government Departments · Kishtwar, Jammu and Kashmir
Tender Value
14.99 Lakhs
Estimated cost
Bid Submission
05 Aug 2026
8 days left
EMD
44985
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Kishtwar → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of Bridge (Span 50 Ft) At Co:- 13/N , Block Chirool-I & Construction Of Bridge (Span 50 Ft) At Co:- 6A/N Chichha , Block Pullar Of Nagseni Range, Kishtwar Forest Division Under C A Cat Kwar Hepp For The Year 2025-26.

BOQ

Name of Work:- Construction of Bridge (Span 50 ft) at Co:- 13/N , Block Chirool-I & Construction of Bridge (Span 50 ft) at Co:- 6a/N Chichha , Block Pullar of Nagseni Range, Kishtwar Forest Division Under C A CAT KWAR HEPP for the Year 2025-26.
Sl. No. Item Description
1(1). Comptt. 13/N: Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : (80%) Hard Soil
2Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : (20%) Ordinary Rock
3Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) 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: 25 meter beyond 1 m from cutting edge
4Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) 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: 25 meter beyond 1 m from cutting edge
5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:5:10 (1 Cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size)
6Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah
7Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah
8Filling of Stones including Dumping of stones.Supply of stones over conty lever as passage
9Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
10Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Qty wide item no -7
11Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand :6 graded stone aggregate 40 mm nominal size)
12Providing and laying damp-proof course 5Crnm thick with cement concrete 1:2:4 (1 cement : 2 co.:Hse sand 4 graded stone aggregate 20mm nominal size i Nallah
13Providing hoisting and fixing trusses/purlins /rafters/posts/ post-plates or like components including cost of screws etc. complete Second class Deodar wood .Wood will be provided by the department
14Engage 10 Labour for 8 days for above work
15Strctural steel work in single section fixed without connecting plate including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
16Carriage of materials from source to site of work by M.T. Sand av. 30 KM and HL 2000 mtr
17Carriage of materials from source to site of work by M.T. Bajri av. 30 KM and HL 2000 mtr
18Carriage of materials from source to site of work by M.T. Stone av. 500 Mtr HL
19(1). Comptt. 6a/N: Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : (80%) Hard Soil
20Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : (20%) Ordinary Rock
21Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) 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: 25 meter beyond 1 m from cutting edge
22Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) 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: 25 meter beyond 1 m from cutting edge
23Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:5:10 (1 Cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size)
24Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah
25Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah
26Filling of Stones including Dumping of stones.Supply of stones over conty lever as passage
27Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
28Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Qty wide item no -7
29Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand :6 graded stone aggregate 40 mm nominal size)
30Providing and laying damp-proof course 5Crnm thick with cement concrete 1:2:4 (1 cement : 2 co.:Hse sand 4 graded stone aggregate 20mm nominal size i Nallah
31Providing hoisting and fixing trusses/purlins /rafters/posts/ post-plates or like components including cost of screws etc. complete Second class Deodar wood .Wood will be provided by the department
32Engage 10 Labour for 8 days for above work
33Strctural steel work in single section fixed without connecting plate including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
34Carriage of materials from source to site of work by M.T. Sand av. 30 KM and HL 2000 mtr
35Carriage of materials from source to site of work by M.T. Bajri av. 30 KM and HL 2000 mtr
36Carriage of materials from source to site of work by M.T. Stone av. 500 Mtr HL Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56503331
AUTHORITY Government Departments
TENDER VALUE 14.99 Lakhs
LAST DATE 05-08-2026
Authority
Authority Name Forest Department
Work Description Tender for Construction Of Bridge (Span 50 Ft) At Co:- 13/N , Block Chirool-I & Construction Of Bridge (Span 50 Ft) At Co:- 6A/N Chichha , Block Pullar Of Nagseni Range, Kishtwar Forest Division Under C A Cat Kwar Hepp For The Year 2025-26.
Basic Detail
Tender No 07 of 2026
Bidding Type Tender
Location
City Kishtwar
State Jammu and Kashmir
Key Dates
Publish Date 17 Jul 2026
Submission Date 05 Aug 2026
Open Date 07 Aug 2026
Finance
Tender Value 14.99 Lakhs
Tender Fee 600
EMD 44985
Exemption Not Available
Document List
162057c3-3f9e-4b68-84a3-263ff9489e80.html
BOQ_1031773.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 17, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 05, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 8 days
Aug 07, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 10 days

Tender Documents

Download All (ZIP) ↓
html

162057c3-3f9e-4b68-84a3-263ff9489e80.html

xls

BOQ_1031773.xls

pdf

Tendernotice_1.pdf

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