Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 CrAccepted-AOC | ₹8.2 Cr | L1 | Accepted-AOC L1-ACCEPTED |
| 2 | L2₹8.5 CrRejected-AOC SURYA FACTORY SORAN ROAD ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹8.5 Cr | L2 | Rejected-AOC L2-REJECTED |
| 3 | L3₹9.4 CrRejected-Finance E 13 NIRBHAY NAGAR GALLANA ROAD AGRA | AGRA | ₹9.4 Cr | L3 | Rejected-Finance NOT COMPILE FOR AOC |
| 4 | L4₹10.0 CrRejected-Finance D 172 SAKET MEERUT DISTRICT MEERUT | MEERUT | MEERUT | UTTAR PRADESH | ₹10.0 Cr | L4 | Rejected-Finance NOT COMPILE FOR AOC |
| 5 | L5₹12.0 CrRejected-Finance AGRA ROAD ETA | ETA | ETA | UTTAR PRADESH | ₹12.0 Cr | L5 | Rejected-Finance NOT COMPILE FOR AOC |
| Sl No | Description | Qty | Unit | Preeti Buildcon Private Limited L4 | SAMRIDDHI NIRMAN PVT. LTD. L3 | RAM SANEHI AND SONS L5 | M/S ABHINAV CONTRACTORS L6 | M/s Hanu Infrastructure Pvt Ltd L2 | M/S BRANJEET CONSTRUCTION ENGINEER AND CONTRACTOR L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator 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. (3.06 301) (Excluding GST) | 16,140 | Cum | 40 ₹6.5 L | 50 ₹8.1 L | 57 ₹9.2 L | 50 ₹8.1 L | 30 ₹4.8 L | 20 ₹3.2 L |
| 2.00 | Construction of Embankment with material obtained from borrowpits : 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. ( 3.16&305) (Excluding GST) | 6,940 | Cum | 100 ₹6.9 L | 70 ₹4.9 L | 118 ₹8.2 L | 120 ₹8.3 L | 50 ₹3.5 L | 60 ₹4.2 L |
| 3.00 | Granular Sub-Base with Graded Material -Plant Mix Method (Table:- 400-1) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (Excluding GST) | 6,430 | Cum | 3,000 ₹1.9 Cr | 2,800 ₹1.8 Cr | 3,799 ₹2.4 Cr | 3,800 ₹2.4 Cr | 2,700 ₹1.7 Cr | 2,200 ₹1.4 Cr |
| 4.00 | Wet Mix Macadam (Plant Mix Method) 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.(4.14&406)(Excluding GST) | 2,077 | Cum | 3,200 ₹66.5 L | 3,000 ₹62.3 L | 3,954 ₹82.1 L | 3,950 ₹82.0 L | 2,800 ₹58.2 L | 2,200 ₹45.7 L |
| 5.00 | Prime Coat over WMM/WBM-Providing and applying primer coat with SS2 grade Bitumen Emulsion SS-2 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.(5.1&502A)(Excluding GST) | 21,930 | Sqm | 25 ₹5.5 L | 15 ₹3.3 L | 37 ₹8.1 L | 38 ₹8.3 L | 25 ₹5.5 L | 15 ₹3.3 L |
| 6.00 | Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.) (5.2&503) ( For Existing Surface)(Excluding GST) | 1,15,900 | sqm | 10 ₹11.6 L | 7 ₹8.1 L | 10 ₹11.6 L | 11 ₹12.7 L | 7 ₹8.1 L | 6 ₹7.0 L |
| 7.00 | Dense Graded Bituminous Macadam Grading -II
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent 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 MoRT&H specification clause No. 505 complete in all respects.(Excluding GST) | 3,464 | CUM | 9,200 ₹3.2 Cr | 8,200 ₹2.8 Cr | 10,013 ₹3.5 Cr | 10,050 ₹3.5 Cr | 8,000 ₹2.8 Cr | 8,000 ₹2.8 Cr |
| 8.00 | Bituminous Concrete Grading-II-
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. Morth 507-B(Excluding GST) | 2,078 | Cum | 10,800 ₹2.2 Cr | 9,400 ₹2.0 Cr | 11,317 ₹2.4 Cr | 11,340 ₹2.4 Cr | 8,500 ₹1.8 Cr | 8,500 ₹1.8 Cr |
| 9.00 | Cement Concrete pavement
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement (OPC) 400 kg per cum as per mix design, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation memberane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges. MoRTH Standard Data book S.No. 6.2 (602)
(Excluding GST) | 686 | cum | 6,050 ₹41.5 L | 6,000 ₹41.2 L | 7,928 ₹54.4 L | 7,800 ₹53.5 L | 6,000 ₹41.2 L | 6,000 ₹41.2 L |
| 10.00 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavated portion.Depth up to 3.0m(Excluding GST) | 1,447 | Cum | 50 ₹72,350 | 50 ₹72,350 | 82 ₹1.2 L | 80 ₹1.2 L | 30 ₹43,410 | 30 ₹43,410 |
Tender Value
₹12.1 Cr
EMD Value
₹24.3 L
Closing Date
19 Dec 2025, 12:00 pmClosed
S.E.
Office of the Superintending Engineer Aligarh Circle PWD Aligarh
Widening and Strengthening work of Awagarh Gahrana Mitrol Road ODR in Etah District FY 2025-26 (With 5 Year Maintenance)
2025_CEALG_1097910_1
6473_Cashier Dt 15.11.2025
Open Tender
Civil Works - Roads
365 days
ETAH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹24.3 L
Office of the Superintending Engineer Aligarh Cir
20 Feb 2026
10 Dec 2025
19 Dec 2025
10 Dec 2025
19 Dec 2025
10 Dec 2025
15 Dec 2025
Amount
Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator 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. (3.06 301) (Excluding GST)
Construction of Embankment with material obtained from borrowpits : 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. ( 3.16&305) (Excluding GST)
Granular Sub-Base with Graded Material -Plant Mix Method (Table:- 400-1) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (Excluding GST)
Wet Mix Macadam (Plant Mix Method) 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.(4.14&406)(Excluding GST)
Prime Coat over WMM/WBM-Providing and applying primer coat with SS2 grade Bitumen Emulsion SS-2 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.(5.1&502A)(Excluding GST)
Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.) (5.2&503) ( For Existing Surface)(Excluding GST)
Dense Graded Bituminous Macadam Grading -II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent 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 MoRT&H specification clause No. 505 complete in all respects.(Excluding GST)
Bituminous Concrete Grading-II- 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. Morth 507-B(Excluding GST)
Cement Concrete pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement (OPC) 400 kg per cum as per mix design, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation memberane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges. MoRTH Standard Data book S.No. 6.2 (602) (Excluding GST)
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavated portion.Depth up to 3.0m(Excluding GST)
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. As per MORT&H Clause 9.03(Excluding GST)
Supply and laying 350mm HP NP-3(Excluding GST).
Supply and laying 600mm HP NP-3(Excluding GST)
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications.(Excluding GST)
Plastering with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications (Mort&h Sl.No. 13.03)(Excluding GST)
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (PCC Grade M15) (Mort&h Sl.No. 12.8)(Excluding GST)
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications (Excluding GST)
Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet) SI No. 692(Excluding GST)
Sand Filling in Foundation Trenches as per Drawing & Technical Specification Proper Completion of the work Engineer-In-Charge. (For 1X6 Culvert ) (Excluding GST)
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (PCC M-15) (For 1X6 Culvert ) (Excluding GST)
Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC M-30) (For 1X6 Culvert ) (Excluding GST)
Reinforced Cement Concrete in Substructure complete as per Drawing and Technical Specifications. (RCC M-30) (For 1X6 Culvert ) (Excluding GST)
Reinforced Cement Concrete in Super Structure complete as per Drawing and Technical Specifications. (RCC M-30) (For 1X6 Culvert ) (Excluding GST)
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specification clauses 1000 and 1202. (For 1X6 Culvert ) (Excluding GST)
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification clauses 1002, 1005,1010 & 1202.(Excluding GST)
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawings and technical specification clauses 1002,1010 & 1202.(Excluding GST)
Providing and Laying Filter material underneath pitching in slopes complete as per drawing and Technical Specification(Excluding GST)
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight(Excluding GST)
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (Excluding GST)
Drainage Spouts complete as per drawing and Technical specification. As per MORT&H SPecification No. 14.9(Excluding GST)
Providing and laying boulder apron and river bed for protech againt seour with stone boulders weighing not less the 40 kg each complete as per drawing and Technical Specification 16.01(Excluding GST)
Construction of Subgrade and Earthen shoulders : Construction of Subgrade with approved material obtained from borrowpits with all lifts and 2Km leads, transporting to site, spreading, grading to required slopes and compacted to meet requirement of Table 300-2(Excluding GST)
Supply & Laying 1000 mm NP-3 Hume pipe.(Excluding GST)
Brick soling with straight overburnt bricks laid flat including preparation of subgrade to required camber and including supply of bricks, filling joints with local earth spreading a blind coat of 1cm(3/8") depth of local earth P.I.5 to 7 or sand over the entire surface and including labours, T&P etc. required for proper completion of work. with bricks laid on edge complete. As per SOR(Excluding GST)
Road Sign Board (Excluding GST)
PCC Grade M10 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(Excluding GST)
RCC Grade M20 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(Excluding GST)
S/F of Kilometer Stone/Sign Board lettring Painting etc.(Excluding GST)
S/F of Hecto Meter Stone/Sign Board lettring Painting etc.(Excluding GST)
S/F of 5th Kilometer Stone/Sign Board lettring Painting etc.(Excluding GST)
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. (Excluding GST)
6M Span over head Cantilever Structure with 300 dia MS one vertical post Supply, fixing & eraction of built up Cantilever Structure 5m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member weided with 10mm MS Plate at top & 12mm MS plate at bottom. The horezontal Truss shall comprise of 50mm dia heavy class MS pipe and 40mm dia heavy MS pipe as bracing & 10mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steeel primer and two coats of synthetic enamel plant. The work includes contruction of RCC foundation of size 0.90x0.90x1.50m of required depth as per site condition for built ip structure including earth work in excavation 100mm thick lean concrete 1:3:6 cement coarse sand and 40mm gauge stone ballast. RCC with and 1:2:4 cement coarse sand and 20mm stone grit including supply and fixing of 25mm dia foundation bolts 600mm long as per provision of structure design including cost of reinforcement & shuttering. The leteral vertical clearances and complete. Installation work shall be as per relevent clause of MORT&H specification section 800 and IRC 67 2010 complete in all respect The rates shall include cost of design fabrication supply transeportation Local shifting Erection of Signage structure using crane inclusive of all taxes etc. all T&P machine and Labour required for proper completion of work as per direction of Engineer Incharge. (Excluding GST)
12m-15m Span Over Head Structure with 300 dia MS two vertical post Supply fixing & Eraction of built up overhead structure of 12M-15M span comprising of three vertical posts of 6.00 M height made up of 300mm NB heavy class MS pipe as vertical member welded with 10mm MS Plate at top & 12mm MS plate at bottom The horizontal Truss shall comprise of 50mm dia heavy clas MS pipe and 40mm dia heavy MS pipe as bracing & 10mm MS plate at bottom for fixing to vertical post as per structure disign & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC foundation of size 0.90x0.90x1.50m of required depth as per site condition for built ip structure including Earth work in excavation 100mm thick lean concrete in 1:3:6 (cement coarse sand and 40mm gauge SB) RCC with 1:2:4 (cement , coarse sand and 20mm stone grite) including supply and fixing of 25mm dia foundation bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering The lateral vertical clearance and complete. Instalation work shall be as per relevant clause MORT&H specification section IRC 67 2010 complete in all respect The rates shall include cost of design fabrication supply transeportation Local shifting Erection of Signage structure using crane inclusive of all taxes etc. all T&P machine and Labour required for proper completion of work as per direction of Engineer Incharge. (Excluding GST)
Retro-Reflective Sheeting type-IV with 4mm thick ACM Single Side. Providing and fixing of Reflective signs with a corrosion resistant 2 mm thick aluminium sheet face to be fully covered with high intensity prismatic sheeting Type IV as per IRC 67-2010 retro reflective sheeting with MS angle frame of 35x3. (Excluding GST)
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 instensity grade sheeting vide clause 801.3 friced over aluminium sheeting type- IV 1.5mm thick supported on a mild stell angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing. The retro reflective sheeting shall be tested shall be tested for 3 year outdoor weathering test in Indian condition as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. i) 60cm equiliteral tringle with diffinitation plate size (20cmX60cm) (Excluding GST)
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 instensity grade sheeting vide clause 801.3 friced over aluminium sheeting type- IV 1.5mm thick supported on a mild stell angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing. The retro reflective sheeting shall be tested shall be tested for 3 year outdoor weathering test in Indian condition as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. ii) 60cm Circular with diffinitation plate (20cmx60cm) (Excluding GST)
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 instensity grade sheeting vide clause 801.3 friced over aluminium sheeting type- IV 1.5mm thick supported on a mild stell angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing. The retro reflective sheeting shall be tested shall be tested for 3 year outdoor weathering test in Indian condition as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. iii) 80mmx60mm rectangular with diffinitation (20cmx60cm) Informetory Board (Excluding GST)
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 instensity grade sheeting vide clause 801.3 friced over aluminium sheeting type- IV 1.5mm thick supported on a mild stell angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing. The retro reflective sheeting shall be tested shall be tested for 3 year outdoor weathering test in Indian condition as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. iv) 60mmx45mm rectangular with diffinitation (20cmx60cm) (Excluding GST)
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 instensity grade sheeting vide clause 801.3 friced over aluminium sheeting type- IV 1.5mm thick supported on a mild stell angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing. The retro reflective sheeting shall be tested shall be tested for 3 year outdoor weathering test in Indian condition as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. v) 90 cm high octagon (Excluding GST)
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 instensity grade sheeting vide clause 801.3 friced over aluminium sheeting type- IV 1.5mm thick supported on a mild stell angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing. The retro reflective sheeting shall be tested shall be tested for 3 year outdoor weathering test in Indian condition as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. vi) 155x60cm double chevron (Excluding GST)
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 instensity grade sheeting vide clause 801.3 friced over aluminium sheeting type- IV 1.5mm thick supported on a mild stell angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing. The retro reflective sheeting shall be tested shall be tested for 3 year outdoor weathering test in Indian condition as per IRC 67:2012 & proof of the same in form of government report shall be uploaded while quoting tender. vii) 30x90 cm Hazard (Excluding GST)
Supply and Fixing of Linear Delineator System (LDS) Panels made of Micro Prismatic Retro Reflective Sheeting duly laminated of thin aluminium foil to a unique corrugated shape to provide Retro Reflection across wide range of observations and external angles. Eatch LDS panel should be of norminal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly on existing MS railing MS Sections welding as and when required. SOR CH-27 SI-2 (Excluding GST)
Supply & Fixing of pavement Makers (Cat Eye) Type X-ASTMD-4956-04 Avery Dennison/3-M (USA Make) consisting of ASA plastic housing fitted with tightly adherent plotting compound. The housing shall contain prismatic two glass coverd prismatic reflective face to reflect light I/C all taxes. SOR CH-27 SI-5 RPM (without shank) (Excluding GST)
Repeated Bar 5mm high for one set Providing and laying of hot applied Thermoplastic compound 5mm thick including reflectorising slass beads @ 250gms per sqm area, thickness of 5mm is exclusive of surface applied glass beads as per IRC-35. The finished surface to be level, uniform and free from streak and holes. (Excluding GST)
Making speed table bitumenous concrete with 5.4% VG-30 material (Tropizoidal Speed Table) on SHR/MDR/ODR Road with B.C. in tropizoidal shape 100mm high complete in all respect As per morth & specification and as per direction of E/I. (Excluding GST)
Making Rumble Strips. (One Set of Six Strip) (Excluding GST)
Maintenance Charges for Bituminous Road Part Maintenance Charge including repair of painted surface, earthwork on patri, etc. complete as per direction of E.I. for the period of five years from the actual date of completion of work . For First Year @ Zero% (Excluding GST)
2nd Year @ 0.25% (Excluding GST)
3rd Year @ 0.50% (Excluding GST)
4th Year @ 0.75% (Excluding GST)
5th Year @ 1.00 % (Excluding GST)
M/s Hanu Infrastructure Pvt Ltd (BID ID -5754856)
SAMRIDDHI NIRMAN PVT. LTD. (BID ID -5755122)
Preeti Buildcon Private Limited (BID ID -5755487)
RAM SANEHI AND SONS (BID ID -5755150)
M/S ABHINAV CONTRACTORS (BID ID -5756363)
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 3.66 MB
BOQ_2021845.xls
BOQ • 0.35 MB
Download all tender documents and submit your bid