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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAccepted-AOC | ₹3.9 Cr Quoted ₹3.3 Cr | L1 | Accepted-AOC Work order issued |
| 2 | L2₹3.3 Cr+₹5.0 L (1.52%)Rejected-Finance ADD 446A DOCHANIA BHAWAN PURDILPUR GORAKHPUR | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | 273001 | ₹3.3 Cr+₹5.0 L (1.52%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.4 Cr+₹8.3 L (2.53%)Rejected-Finance KACHEHRI AMBEDAKARNAGAR CHAUK DISTRICT GORAKHPUR | ₹3.4 Cr+₹8.3 L (2.53%) | L3 | Rejected-Finance L3 |
Tender Value
Refer Docs
EMD Value
₹6.8 L
Closing Date
11 Feb 2026, 5:00 pmClosed
EE
Nagar Nigam Gorakhpur
Ward number 26 betiyahata Chauraha se Hanuman Mandir Hote Hue Munshi Premchand Park Road Tak hot mix plant dwara Road, side Patri aur Jal nikaasi Hetu RCC Nali ka Nirman Karya
2026_DOLBU_1110970_1
Jal Nikasi Ward 26
Open Tender
Civil Works
Percentage
180 days
Gorakhpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
Nagar Nigam Gorakhpur
₹6.8 L
22 Apr 2026
30 Jan 2026
12 Feb 2026
30 Jan 2026
11 Feb 2026
30 Jan 2026
Dismental of brick work
Dismental of Old RCC Items
Dewatring by mechinacal pump
Excavation of foundation
P/L of PCC 1:6:12 brick ballast with all complete of work.
M 150 class brick work in 1:4 with cement &approved Course Sand mortar including supply all material and S.I.N. labor etc.
12mm thick cement plaster in 1:4 cement mortor with 1 cement and 4 coarse sand including etc. all complete of work.
Laying C.C in 1:2:4 for top of drain work. with cement, Course Sand20 mm & Stone Grit including supply of all material and labour etc.
RCC Work with cement concrete (1:1.5:3) including all completion of work.
M.S or iron work in renforcement cutting bending , binding ,and placeing incl. etc. all.
S/Laying of GSB 53.-9.5 mm thick S/B upto 10Cm loose Layer including etc. all complete of work.
Consolidation of GSB upto 10 cm thick loose layer by hand ramming including etc. all.complete.
Water allowance to be allowed on above incl.Lab. T&P,etc all complete.
Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
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 surface cleaned with mechanical broom.
DBM G-2 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total 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. 505 complete in all respects.
Bituminous Concrete Grading 1 Using waste plastic Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 4.97 Percent of mix and filler, transporting the hot mix towork 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
E/W cutting or embakment
Disposal of malba uup to 5 km
P/L of rubber moulded hexagonal M 40 coloured paver block 80 mm
P/L of thermoplastic paint with all complete of work.
P/L of cat,s eye with all complete of work.
Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67- 2012 made of high intensity grade sheeting type-IV vide clause 801 3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 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 of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial 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 would be released after receipt of certificate meeting the requirement of three years 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
vi) 60 cm x 60 cm square with diffinitation plate (20cm X 60cm)
ix) 155X60 cm Double chevron
Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30xmm MS flat by suitable welding/riveting, The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5, 70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends, The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site
Painting of slab with one coat oil paint with all complete of wwork.
Utility Shifting @ 10%
Deduction cost of material
Old Brick
Old Brick Bats
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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BOQ_2051929.xls
BOQ • 0.33 MB
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