Tender For Development Of Janpad Pauri Garhwal, Development Of Chetra Pauri And Improvement Work Of Km 13 To 17 Of Kanskhet Asgadh Ghadiyal Dhar Aalasu Kunkuli Motor Road.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
26 Sep 2026
0 days left
EMD
5.70 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pauri Garhwal → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Tender For Development Of Janpad Pauri Garhwal, Development Of Chetra Pauri And Improvement Work Of Km 13 To 17 Of Kanskhet Asgadh Ghadiyal Dhar Aalasu Kunkuli Motor Road.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 23-Sep-2026 | emd | Other | 26-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | SUPERELEVATION AND GRADIENT IMPROVEMENT |
| 2 | Co n st r u c t i o n o f Em b a n k m e n t w i t h M a t e r i a l O b t a i n e d f r o m R o a d w a y CuttingCo n s t r u c t i o n o f e m b a n k m e n t w i t h 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 and300.2 as per Technical SpecificationClause 301.5 |
| 3 | Construction 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) |
| 4 | WIDENING & CONSTRUCTION OF SCUPPER |
| 5 | Excavation 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 |
| 6 | Providing concrete for plain/ reinforced concrete in open foundations complete a s p e r d r a w i n g s a n d t e c h n i c a l specifications Clause 802, 803, 1202 &1203 P.C.C grade M 10 Nominal mix 1:3:6 |
| 7 | Stone 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) |
| 8 | Random 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 |
| 9 | Supplying, 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 M O R D s p e c i f i c a t i o n s ( F i r s t revision'2014) and IS 1786:2008 clause no. 1.6) |
| 10 | Hand 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) |
| 11 | Plain/ 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 |
| 12 | CONSTRUCTION OF B/WALL ,R/WALL |
| 13 | Excavation 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 |
| 14 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast w a l l s , r e t a i n i n g w a l l s , p a r a p e t s , scuppers, 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 |
| 15 | Random 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 |
| 16 | Hand 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) |
| 17 | Cement 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 |
| 18 | WBM G1 , G2 & G3 |
| 19 | WBM Grading 1P r o v i d i n g , l a y i n g , s p r e a d i n g a n d c o m p a c t i n g s t o n e a g g r e g a t e s o f specific sizes to water bound macadam specification including spreading i n uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, ap p l y i n g an d b r o o m i n g , c r u sh ab l e screening to fill-up the interstices of c o a r s e a g g r e g a t e , w a t e r i n g a n d compacting to the required density G r a d i n g 1 a s p e r T e c h n i c a l Specification Clause 405. By Mechanical Means |
| 20 | WBM Grading 2P r o v i d i n g , l a y i n g , s p r e a d i n g a n d c o m p a c t i n g s t o n e a g g r e g a t e s o f specific sizes to water bound macadam specification including spreading i n uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, ap p l y i n g an d b r o o m i n g , c r u sh ab l e screening to fill-up the interstices of c o a r s e a g g r e g a t e , w a t e r i n g a n d compacting to the required density G r a d i n g 2 a s p e r T e c h n i c a l Specification Clause 405. By Mechanical Means |
| 21 | WBM Grading 3P r o v i d i n g , l a y i n g , s p r e a d i n g a n d c o m p a c t i n g s t o n e a g g r e g a t e s o f specific sizes to water bound macadam specification including spreading i n uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, ap p l y i n g an d b r o o m i n g , c r u sh ab l e screening to fill-up the interstices of c o a r s e a g g r e g a t e , w a t e r i n g a n d compacting to the required density G r a d i n g 3 a s p e r T e c h n i c a l Specification Clause 405. By Mechanical Means |
| 22 | PATRI FILLING & CONSTRUCTION OF COOLIE WALL (SOLING) |
| 23 | Co n st r u c t i o n o f Em b a n k m e n t w i t h M a t e r i a l O b t a i n e d f r o m R o a d w a y CuttingCo n s t r u c t i o n o f e m b a n k m e n t w i t h 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 and300.2 as per Technical SpecificationClause 301.5 |
| 24 | Construction 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) |
| 25 | PATRI FILLING & COOLIE WALLING (INTER COAT) |
| 26 | Construction 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) |
| 27 | Co n st r u c t i o n o f Em b a n k m e n t w i t h M a t e r i a l O b t a i n e d f r o m R o a d w a y CuttingCo n s t r u c t i o n o f e m b a n k m e n t w i t h 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 and300.2 as per Technical SpecificationClause 301.5 |
| 28 | PATRI FILLING & COOLIE WALL (TOP COAT) |
| 29 | Co n st r u c t i o n o f Em b a n k m e n t w i t h M a t e r i a l O b t a i n e d f r o m R o a d w a y CuttingCo n s t r u c t i o n o f e m b a n k m e n t w i t h 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 and300.2 as per Technical SpecificationClause 301.5 |
| 30 | Construction 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) |
| 31 | CONSTRUCTION OF DRAIN |
| 32 | Excavation 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 |
| 33 | Random 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 |
| 34 | Providing concrete for plain/ reinforced concrete in open foundations complete a s p e r d r a w i n g s a n d t e c h n i c a l specifications Clause 802, 803, 1202 &1203 P.C.C. grade M 20 Nominal mix (1:2:4) |
| 35 | Surface Drains in SoilConstruction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, l evel s an d d i m e n s i o n s. Exc av at e d material to be used in embankment with a lift upto 3m and lead of 50 m (average l e a d 2 5 m ) a s p e r T e c h n i c a l Specification Clause 307. Mechanical Means |
| 36 | CONSTRUCTION OF PARAPET |
| 37 | Excavation 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 |
| 38 | Cement 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 |
| 39 | White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet w a l l s a n d t r e e t r u n k s i n c l u d i n g preparation of surface by cleaning s c r a p i n g e t c . a s p e r t e c h n i c a lspecifications Clause 1915 |
| 40 | MISCELLANEOUS ITEM |
| 41 | Kilometre StoneReinforced 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) |
| 42 | Kilometre StoneReinforced 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) |
| 43 | Kilometre StoneReinforced 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) |
| 44 | Road Delineators / Vertical Guide Posts:Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and m e e t i n g t h e c o e f f i c i e n t o f r e t r o reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal-proof. Including all test report and warranties as per IRC67 and IRC 79. |
| 45 | P r o v i d i n g e d g e s t o n e s o f S i z e 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6 |
| 46 | 20 MM PC WORK |
| 47 | Prime Coat Low porosityProviding 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 p er Technical Specification Clause 502 including supply of all labour , material & T&P etc required for proper completion of the work |
| 48 | Providing and applying tack coat with Bitu m en em u l si o n ( RS- 1 ) u si n g 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. including supply of all labour , material & T&P etc required for proper completion of the work |
| 49 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 including supply of all labour , material & T&P etc required for proper completion of the work Bitumen Emulsion (RS-1) |
| 50 | Seal CoatProviding 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 510including supply of all labour , material & T&P etc required for proper completion of the work By Manual Means Case - II : Type B Bitumen (VG-10) |
| 51 | SIGNAGE |
| 52 | P r o v i d i n g a n d f i x i n g o f r e t r o reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Cl a ss- B Ty p e I V r e t r o r e f l e c t i v e sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel a mild steel circular pipe 65 NB, 3.2 mm thickness, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 600 x 600 mm Square |
| 53 | P r o v i d i n g a n d f i x i n g o f r e t r o reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Cl a ss- B Ty p e I V r e t r o r e f l e c t i v e sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel a mild steel circular pipe 65 NB, 3.2 mm thickness, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 800 x 600 mm Rectangle Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 23, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 26, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
TodaySep 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
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