Housing Urban and Rular Development Government Departments Closing in 19 days TDR #56469985

Tender for Tender for Improvement And Damrikaran Of Bilkedar Gaurikot Motor Road In The Assembly Constituency Of Pauri, District Pauri Garhwal

Issued by Government Departments · Pauri Garhwal, Uttarakhand
Tender Value
Ref. Documents
Estimated cost
Bid Submission
17 Aug 2026
19 days left
EMD
5.85 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online

Tender Overview

Organization
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Tender ID
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Competition Type
NCB
Bidding Type
Tender
Location / State
Pauri Garhwal → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
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Contact Person
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Address
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Project Description

Tender for Improvement And Damrikaran Of Bilkedar Gaurikot Motor Road In The Assembly Constituency Of Pauri, District Pauri Garhwal

BOQ

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Sl. No. Item Description
1Excavation in hill side cutting as required at site in all types of soils and rocks met at site for making the road and grade as per plan and L-section of road including uprooting and cutting of bushes,dressing of road surface to required level and slope also including all leads & lifts and disposal of surplus excavated earth as directed by Engineer-in-charge within the distance of 30 m including supply of all materials,labour,T&P etc.required for proper completion of the work.
2K.M-01
3K.M-02
4K.M-03
5K.M-04
6K.M-05
7Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
8K.M-01
9K.M-02
10K.M-03
11K.M-04
12K.M-05
13Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
14K.M-01
15K.M-02
16K.M-03
17K.M-04
18K.M-05
19Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
20K.M-01
21K.M-02
22K.M-03
23K.M-04
24K.M-05
25Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.Manual Means
26K.M-01
27K.M-02
28K.M-03
29K.M-04
30K.M-05
31Construction of Scupper
32Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
33K.M-01
34K.M-02
35K.M-03
36K.M-04
37K.M-05
38Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C. grade M 25
39K.M-01
40K.M-02
41K.M-03
42K.M-04
43K.M-05
44Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6)
45K.M-01
46K.M-02
47K.M-03
48K.M-04
49K.M-05
50Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
51K.M-01
52K.M-02
53K.M-03
54K.M-04
55K.M-05
56Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6
57K.M-01
58K.M-02
59K.M-03
60K.M-04
61K.M-05
62Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5)
63K.M-01
64K.M-02
65K.M-03
66K.M-04
67K.M-05
68Construction Of Catchpit
69Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
70K.M-01
71K.M-02
72K.M-03
73K.M-04
74K.M-05
75Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
76K.M-01
77K.M-02
78K.M-03
79K.M-04
80K.M-05
81Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
82K.M-01
83K.M-02
84K.M-03
85K.M-04
86K.M-05
87Making super elevation with lowering in half width & filling in remaining half width with coolie walling including supply of all material,labour T&P etc required for proper completion of the work.
88Filling
89K.M-01
90K.M-02
91K.M-03
92K.M-04
93K.M-05
94Coolie walling
95K.M-01
96K.M-02
97K.M-03
98K.M-04
99K.M-05
100Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
101K.M-01
102K.M-02
103K.M-03
104K.M-04
105K.M-05
106WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405.By Manual Means
107K.M-01
108K.M-02
109K.M-03
110K.M-04
111K.M-05
112WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.By Manual Means
113K.M-01
114K.M-02
115K.M-03
116K.M-04
117K.M-05
118WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.By Manual Means
119K.M-01
120K.M-02
121K.M-03
122K.M-04
123K.M-05
124Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
125K.M-01
126K.M-02
127K.M-03
128K.M-04
129K.M-05
130Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
131K.M-01
132K.M-02
133K.M-03
134K.M-04
135K.M-05
13620 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per TechnicalSpecification Clause 508.2 Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.Case - I By Manual Means Bitumen (VG-10)
137K.M-01
138K.M-02
139K.M-03
140K.M-04
141K.M-05
142Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Manual Means Case - II : Type B Bitumen (VG-10)
143K.M-01
144K.M-02
145K.M-03
146K.M-04
147K.M-05
148Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast)
149K.M-01
150K.M-02
151K.M-03
152K.M-04
153Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 5th Kilometre Stone (precast)
154K.M-05
155Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 600 mm x 450 mm rectangular
156K.M-01
157K.M-02
158K.M-03
159K.M-04
160K.M-05
161Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m stone (precast)
162K.M-01
163K.M-02
164K.M-03
165K.M-04
166K.M-05
167Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6
168K.M-01
169K.M-02
170K.M-03
171K.M-04
172K.M-05
173Parapet and pavement &km stone
174Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
175K.M-01
176K.M-02
177K.M-03
178K.M-04
179K.M-05
180Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. As per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction
181K.M-01
182K.M-02
183K.M-03
184K.M-04
185K.M-05
186White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
187K.M-01
188K.M-02
189K.M-03
190K.M-04
191K.M-05
192Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203PCC Grade M-10
193K.M-01
194K.M-02
195K.M-03
196K.M-04
197K.M-05
198Metal Beam Crash Barrier Type - A, \\"W\\" : Metal Beam Crash Barrier Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 ( if Concrete Required for Vertical post Fixing will be paid extra)
199K.M-01
200K.M-02
201K.M-03
202K.M-04
203K.M-05
204Road Delineators / Vertical Guide Posts:Providing and fixing of Standard Metal Delineator consisting of minimumretro reflective unit exposed area of 330 sqcm, full cube corner microprismatic non-metallic retro reflective sheeting on each side conformingwith IRC 67 and meeting the coefficient of retro reflection values as perASTM D 4956 Type XI table specification with pure polyester powdercoating with the minimum thickness of powder coating of not less than 40micron. The posts shall have ellipsoidal or circular design with the height ofthe pole shall be 800 to 900 mm above the ground with about 200 to 300anchored with PCC M-15 onto the ground. The front and back faces of thedelineator should be curved with a radius of not more than 200 mm andwith delta angle (or central angle of curve) lying between 20o and 30 o, toincrease the visibility of the delineator for vehicles moving in continuouscurves. The delineator shall have sufficient arrangement to make thereflective sheets vandal-proof. Including all test report and warranties asper IRC 67 and IRC 79.
205K.M-01
206K.M-02
207K.M-03
208K.M-04
209K.M-05 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56469985
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 17-08-2026
Authority
Authority Name Public Works Department
Work Description Tender for Improvement And Damrikaran Of Bilkedar Gaurikot Motor Road In The Assembly Constituency Of Pauri, District Pauri Garhwal
Basic Detail
Tender No 3126/141yata 12/2025-26 date 03-07-2026
Bidding Type Tender
Location
City Pauri Garhwal
State Uttarakhand
Key Dates
Publish Date 14 Jul 2026
Submission Date 17 Aug 2026
Open Date 18 Aug 2026
Finance
Tender Value Ref. Documents
Tender Fee 5900
EMD 5.85 Lakhs
Exemption Not Available
Document List
BOQ_115309.xls
c09aac24-7010-41d6-a3fd-28df860582c8.html
Technicalbid.pdf
Tendernotice_1 (15).pdf
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Tender Timeline

Jul 14, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 17, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 19 days
Aug 18, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 20 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_115309.xls

html

c09aac24-7010-41d6-a3fd-28df860582c8.html

pdf

Technicalbid.pdf

pdf

Tendernotice_1 (15).pdf

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