Tender For Widening And Strengthning Of Bharat Purwa Gahur Link Road.
Tender Value
1.89 Crore
Estimated cost
Bid Submission
18 Sep 2026
3 days left
EMD
11.45 Lakhs
Bank guarantee accepted
Document Fee
2720
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chitrakoot → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Widening And Strengthning Of Bharat Purwa Gahur Link Road.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 3 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 4 | Construction of Granular Sub-Base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 5 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 6 | Providing laying spreading and compacting of granular stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mix material by Tipper to site, grading with motor grader, spreading of cement using truck mounted / self propelled cement spreader shall have variable working width microprocessor controlled spray rate through augers and cellular wheels. The aggregate shall be in situ pulverized/ stabilize using four wheeled drive recycler having working depth up to 50 cm with variable depth control system. Compacting with vibratory roller to achieve desired Unconfined compressive strength and form a layer of Base as per specification. (WMM+4% OPC) |
| 7 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 8 | Providing and applying primer coat with SS-1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. |
| 9 | Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. |
| 10 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects |
| 11 | Construction of embankment with material obtain from borowpits with all lifts and leads, tranporting to site,spreading grading to required to slope and compacting to meet required table No300-2. (Patri) |
| 12 | Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. SI No 251 |
| 13 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km (5 miles) from the side of work & including watering ,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work. SI No 255 |
| 14 | Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 8:4:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. SI No 281 |
| 15 | Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work. (Chapter- 8 (Add item-a) |
| 16 | Providing, laying and fixing of 350mm dia NP3 Hume Pipe in proper position and joining them with coller and filling of joint with jute and cement mortar in 1:2 cement and sand complete. As per PWD Misc.Item S.I. No.-11(a) |
| 17 | Providing and laying reinforced cement concrete 1000 mm pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 18 | Raised pointing with cement and fine sand of 1.25 fineness modulus mortar on brick work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work SI No 577 |
| 19 | Cement concrete with 20mm gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. 279(a) |
| 20 | 12mm thick plaster on brick work minimum thickness not less than 10mm with 1part of cement and 4 part of find sand of 1.25 fineness modulus. SI No 584 |
| 21 | RCC work with cement approved coarse sand and 2cm. (3/4'') gauge approved stone ballast in the proportion 1:1.5:3 in lintels of doors and windows, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire.and including necessary cantering and suttering etc and also including supply of all materials,labour and tools and plants etc. required for proper completion of the work. binding wire to be supplied by the contractor free of cost. work. S.I. No. 282. |
| 22 | Mild steel or iron work in plain work such as reinforced concrete/brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks, and authorised over lapping shall be measured. (S.I. No 504) |
| 23 | Providing and laying of hot appiled thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 2.5 mm is excluding of surface applied glass beads as per IRC: 35 The finished surface to be level, uniform and free from streak and holes |
| 24 | Providing and laying of hot appiled thermoplastic compound 5.00 mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 2.5 mm is including of surface applied glass beads as per IRC: 35 The finished surface to be level, uniform and free from streak and holes Bar Strip |
| 25 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting type-IV vide clause 801.3, fixed cover aluminum sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly designed foundation with M-15 grade cement conc. 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The retro reflective sheeting shall be tested for A certificate having the sheeting tested for coefficient of retro reflection day time color and luminance shrinkage fixable liner removal adhesion impact resistance specular glass and fungus resistance 3 year out door weathering and its having passed these tested shall be obtained from international/Government Laboratory/Institute by the manufacture of the sheeting and in case the certificate obtain from international condition it should also be obtain from Indian condition within 3 year of launching of product by the manufacture in aboard Alliteratively a certificate conforming to ASTM Specification (D 4956-09) on arterial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally in such a situation the Employer/ Client if so desires could seek for a performance guarantee which be released after of certificate meeting the requirement of three year outdoor weathering of the sheeting as per IRC 67 2012 Legends letters numerals and borders etc should be as per MoRTH specification No-801.3-7 proof of the same in form of government report shall be uploaded while quoting tender (as per IRC:67-2012 clause 14.60).Stop Board |
| 26 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting type-IV vide clause 801.3, fixed cover aluminum sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly designed foundation with M-15 grade cement conc. 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The retro reflective sheeting shall be tested for A certificate having the sheeting tested for coefficient of retro reflection day time color and luminance shrinkage fixable liner removal adhesion impact resistance specular glass and fungus resistance 3 year out door weathering and its having passed these tested shall be obtained from international/Government Laboratory/Institute by the manufacture of the sheeting and in case the certificate obtain from international condition it should also be obtain from Indian condition within 3 year of launching of product by the manufacture in aboard Alliteratively a certificate conforming to ASTM Specification (D 4956-09) on arterial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally in such a situation the Employer/ Client if so desires could seek for a performance guarantee which be released after of certificate meeting the requirement of three year outdoor weathering of the sheeting as per IRC 67 2012 Legends letters numerals and borders etc should be as per MoRTH specification No-801.3-7 proof of the same in form of government report shall be uploaded while quoting tender (as per IRC:67-2012 clause 14.60)Speed limit Board |
| 27 | Supply & Erection of built up Overshead Structure 12.00 M to 15.00 M span comprising of three vertical post of 6.00 m high made up of 300 mm N.B. heavy class M.S. pipe as vertical member welded with 10mm M.S. plate at top & 12mm MS plate at bottom. The horizetal shall comprise of 50 mm dia havey class MS pipe and 40mm dia habevy MS pipe as bracing & 10 mm MS Plate at bottom for fixising to vertical post as per structure desing & drawing with on of steel primer and two coats of synthetic enamel paint. The work including construction of RCC foundation of size 0.90x0.90 mm of required depth as per condition for built up structure including earth work etc. |
| 28 | Providing and fixing of reflective sign with acorrosion resistant 4 mm thick with0.4 to0.5 mm both side aluminium skin aluminium composite panel face to by fully covered withhigh intensity prismatic sheeting type IV as perIRC-67:2012 Retro reflective with back frame MS angle of 35x35x5 mm legend,letters,numerals and border etc should be as perMorth specification NO-801.3.7.The sheeting shall have a pressure-senstive adhesive of the aggresive- tack type requiring no heat, sheeting manufactring.The ACM shall be fix on the back frame angle with riveting.Micro prismetic type IV retro reflective sheeting conferming to ASTM D4956-09 shall tested for cofficient of retro reflection,day time colour and luminance,shrinkage,flexbility,linear, removal ,adhesion,impact resistance,specular,gloss andfungus resistance 3 year outdoor weathering and its having passed thease tests shall be obtained from international/ Govenment laboratory/ institute by the manufacturer of the sheeting and in the case certificate is obtained from internatinal condition within 3 year of launching of product by the manufacture in abroad. Alternatively , a certificate conferming to ASTM Specification of artificial accelarated weathering requirement from a reputed laboratory in india .in such a situation Employer,if so desires, could seek for a performance guarantee which would be released after receipt of certicate meeting the requirement of three years outdoor weathing of sheeting as per IRC 67:2012 and proof of the same report shall be uploaded which quoting tender. The rate shall include all materials, labour,T&P,transportation installation and incidentals all complete as per direction of Engineer- in -charge. |
| 29 | Reinforced cement concrete M20grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (Ordinary kilometer stone (precast) |
| 30 | Reinforced cement concrete M20grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (Hectometer stone (precast) |
| 31 | For Bituminous work1st Years Maintenance Charge 0.00% |
| 32 | 2nd Years Maintenance Charge 0.25% |
| 33 | 3rd Years Maintenance Charge 0.50% |
| 34 | 4th Years Maintenance Charge 0.75% |
| 35 | 5th Years Maintenance Charge 1.00% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysSep 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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