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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.5 CrAccepted-AOC SHRI RAM VILA UDAI SINGH JAIN RAOD ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹14.5 Cr | L1 | Accepted-AOC Accepted L1 |
| 2 | L2₹14.7 CrAccepted-AOC E 13 NIRBHAY NAGAR GALLANA ROAD AGRA | AGRA | ₹14.7 Cr | L2 | Accepted-AOC Accepted L2 |
| 3 | L3₹16.2 CrRejected-Finance | ₹16.2 Cr | L3 | Rejected-Finance Reject L3 |
| 4 | L4₹16.4 CrRejected-Finance | ₹16.4 Cr | L4 | Rejected-Finance Reject L4 |
| 5 | L5₹16.6 CrRejected-Finance G 17 RAMGHAT ROAD GYAN SAROVAR COLONY ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹16.6 Cr | L5 | Rejected-Finance Reject L5 |
Tender Value
₹20.8 Cr
EMD Value
₹31.2 L
Closing Date
22 Jul 2024, 12:00 pmClosed
OFFICE OF THE SE ALIGARH CIRCLE PWD ALIGARH
OFFICE OF THE SE ALIGARH CIRCLE PWD ALIGARH
In the financial year 24-25, the work of widening and strengthening of the road from Ch. 18.450 km to 20.650 km of Aligarh city bypass road under Smart City including Street lighting (road from Sootmil Chauraha to Nada Pull)
2024_CEALG_934764_1
2802-Cashier (PDA)-A.C-24-25 Dt- 12-06-2024
Open Tender
Civil Works
450 days
OFFICE OF THE EE PD PWD ALIGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹31.2 L
20 Dec 2024
2 Jul 2024
22 Jul 2024
2 Jul 2024
22 Jul 2024
2 Jul 2024
Amount
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. As per Morth Sl. 3.06 (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
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 Table 300-2. (As per Morth Sl. 3.17) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Construction of granular sub-base by providing coarse 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. (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
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. (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
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 with 1% OPC and 3.5% emulsion in uniform single layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. All complete as per clause 406 of MORT&H specification. (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.) (Including cost of emulsion)
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. as morth specification no 503. (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.) (Including cost of bitumen)
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 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. (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.) (Including cost of bitumen)
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. as morth specification no 503. (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.) (Including cost of bitumen)
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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 (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.) (Including cost of bitumen)
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, 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 membrane, 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 material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. In Foundation and floors. (Ch-5, Sl. 275(a) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : (CH-5, Sl. 6a) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As Per Morth Sl. 15.13 (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Construction of cement concrete kerb base of M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb, foundation concrete laid manually, all complete as per clause 409-(i) (Sl. 8.01) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409-(ii) (Sl. 8.01) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Disposal of Excavated soil using 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 5000m. As per Morth Sl. 3.06 (for Disposal) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete including cost of all material, Labour, T&P etc. complete required for proper completion of the work. Ch-15, S.I. 7 (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Finishing walls with Acrylic Smooth exterior paint (Apex) of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) Ch-15, S.I. 21 (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/ cum.Excess/less cement used as per design mix is payable/ recoverable separately). All works upto plinth level. (CH-5, Sl. 10a) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Providing and laying cement concrete in 1:2:4 (1 Cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. All work upto plinth level. (CH-5, Sl. 279) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-100 in foundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand) (Ch.6, Sl. 1) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
S/F Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). (Ch-14, S.I. 21) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
P.V.C. pipes of 6kg. /cm2 working pressure (I.S.I. Make) 160mm dia (Ch-1, S.I. 26 (21-a) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc.as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin-charge). As per DSR Sl. 16.69 (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. (Bituminous courses) As Per Morth, 2.05, Sl. 202 (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. (Granular courses) As Per Morth, 2.05, Sl. 202 (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. As Per Morth, 2.06, Sl. 202 (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
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:35-2015 The finished surface to be level, uniform and free from streaks and holes. Ch-27, S.I. 2 (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated/ Transverse bar) Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. Ch-27, S.I. 3 (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Reflective Raised Pavement Markers (Cat Eye/Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-impact Polystyrene) or Acrylonitrite Butadiene Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+1- 5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name , trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
2.40 M Span over head Cantilever Structure with 150 dia MS one vertical post (Double side retro reflective sign boards) Supply, fixing & erection of built up Cantilever Structure 2.40 m span comprising of one vertical posts of 7.30 M height made up of 150 mm NB medium class MS pipe as vertical member welded with 10 mm MS plate at top & 10 mm MS plate at bottom. fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant and 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 i 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 . The work includes construction of RCC Foundation of size 0.60×0.60x1.20 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete In 1:3:6 cement coarse sand and 40 mm gauge stone ballast. RCC M25 including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2012 complete in all respect The Rates shall include cost of design fabrication, supply, transportation, Local shifting Erection of Signage structure using crane, inclusive of all taxes etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge. Ch-27. S.I. 29 (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
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×75 mm×6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm×45 cm×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 Ch-27m S.I. 18 (i) 90 cm equilateral triangle with definition plate size (20cm×60cm) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
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×75 mm×6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm×45 cm×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 Ch-27m S.I. 18 (iii) 60 cm Circular with definition plate (20cm×60cm). (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
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×75 mm×6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm×45 cm×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 Ch-27m S.I. 18 (iv) 80 cm × 60 cm rectangular with definition plate (20cm×60cm). (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
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×75 mm×6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm×45 cm×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 Ch-27m S.I. 18 (vii) 90 cm high octagon (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Direction and place Identification signs with size more than 0.90 sqm size Board Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting 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 nternational/ 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. Sheet fixed over aluminium sheeting 2 mm thick with area exceeding 0.9 sqm. Supported on a mild steel single angle iron post 75×75×6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45×45×60 cm., below ground level as per approved drawing, complete. Ch-27, S.I. 19 (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
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×75 mm×6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm×45 cm×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. 30×90 cm (Left/Right) Object Hazard Ch-27, S.I. 18(x) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Supply and fixing of LED Street Light Fitting having die cast aluminium body and diffuser with driver set suitable for 110 to 130 watt. Confirming to IP 66 protection complete in all respect. Details are as follows Supply, installation, testing and commissioning of LED Street Light Fixture 120 Watt made out of die cast aluminium graphite grey powder coated finishing houshing, polycabonate opal diffuser. Warm White (WW) LEDs connected inseries and parallel combination with better Heat dissipation arrangement. Highly efficient constant electronic driver having operating voltage renge from 140-280 volt AC, provided with high voltage, open and protection IP 66 LED or Equivalent LED colour temperature renge from 3000 - 5700 K ± 300 K. Voltage surge protection 5KV, the luminarire should bear 5 KV surge protection. PF >= .09 (HPF) and total hermonic distrotion of THD(I) < 10% voltage renge of 140 - 280 V. Manufacturer to provide certificate of LM 80, LM 79 from source manufacturer and should have in house adequate testing facilities (appoved by Govt. of India, Ministry of Science and Technology / NABL) PWD SOR (Electrical) 1424 (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Supply & fixing of 8 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 135 mm and base plate 12mm thik) having 3mm thikness with Single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. PWD SOR (Electrical) 643 (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Supply & fixing of 8 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 135 mm and base plate 12mm thik) having 3mm thikness with Double arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. PWD SOR (Electrical) 644 (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Supply of Halborus Column light made of mild steel with fine laser cut design and four sided street light optics closed by diffuser to give a 360-degree wide spread of lighting. Post top column light of height 4mtr above ground level with light illumination of 110W. The column section shall be of 150x150mm with thickness 4mm with base plate of 250x250mmx12mm. Mid-section column with predesigned laser cut pattern to illuminate the surroundings with noticeable mode and top part with 4 sided area flood light to illuminate the surroundings. All pole section Shall be welded by certified welders using high MIG welding process. The control gear tray is prewired with MCB, terminal connectors for loop in loop out arrangement. The base plate of the pole is design with elongated foundation holes for fine alignment of the pole during installation. All exterior parts are made of stainless steel. Light output of source is more than 110lm/ watt, CRI>70, Surge protection 10k, operating voltage 140-270V, wired with Branded LEDs of Osram/ Cree and Fulham or equivalent constant voltage/current driver with efficiency>80%, power factor>0.9, THD<=10%. The CCT of led will be 3000k as required by the project. Led burning of 50,000 hours.Fitting is complete including foundation, nuts & bolts, testing after fixing, complete in all respects as per direction of E/I. (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Supply & fixing of 10 Amps rating 240 Volts 10 kA 'C' Curve Miniature Circuit Breaker suitable for inductive load of following poles in existing Extrenal Junction Box with connection, testing and commissioning etc. required. Single Pole. PWD SOR (Electrical) 1002 (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Supply and laying of 2.5 sq.mm 3 core PVC insulated copper conductor cable inside of Metal Pole from MCB to Light Fixtures (MR) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc 4 Core 10 Sq.mm (PWD SOR (Electrical) 501 (h)) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc 3.5 Core 70 Sq.mm (PWD SOR (Electrical) 501 (m)) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Supply and making end termination with Single compression brass gland aluminium lugs duty crimped with crimping tool for the following size of Armound PVC insulated and PVC sheathed/ XLPE Aluminium Conductor cable of 1100 volt grade as Required of size . 3.5 Core 70 Sq.mm.(CPWD DSR 2022 Item No 9.1.23) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Supply and making end termination with Single compression brass gland aluminium lugs duty crimped with crimping tool for the following size of Armound PVC insulated and PVC sheathed/ XLPE Aluminium Conductor cable of 1100 volt grade as Required of size . 4 Core 10 Sq.mm. (CPWD DSR 2022Item No 9.1.32) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Providing, lowering, laying, aligning, fixing of 63 mm internal diameter HDPE DWC (double wall corrugated) pipes in position and jointing at all level/ depth full round , excavation trench upto 750 mm depth from natural ground level, refiliing the trench with sand with 400 mm height, after laying of pipe covering with bricks in complete in all respect and commissioning as per Technical specifications, drawings and as per direction of Engineer. (including cost of all material, fitting, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Supply and burying of 600mm x 600mm x 6mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead of one no. 8 to 10 SWG GI wire in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing (This will apply for earthing of poles also). (PWD SOR (Electrical) 702) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Provinding and fixing of 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. (CPWD DSR 2022 Item No 5.16) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Providing and Displaying Adenium Obesum well developed with fresh & healthy 4 to 5 branch 60 to 75 cm ht. in 40 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge. (As per Horticulture DSR Sl. 5.6) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Providing and Displaying Bamboo Buddha valley with fresh & healthy 3 to 4 suckers having 75 to 90 cm ht. in 25 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge. (As per Horticulture DSR Sl. 5.7) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Providing and Displaying Bird of paradise well eveloped with fresh & healthy 90 to 120 cm ht in 30 cm Earthen Pot/ Plastic Pot as per direction of the officer-in-charge. (As per Horticulture DSR Sl. 5.10) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Providing and Displaying Cyprus golden well shaped developed with good colored foliage fresh & healthy 60 to 75 cm ht in 30 cm Earthen Pot as per direction of the officer-in-charge. (As per Horticulture DSR Sl. 5.17) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Providing and Displaying Euphorbia milli hybrid variety with multi branch, full bloom, with fresh and healthy well developed having 30 to 45 cm ht. in 35 cm Cement Pots as per direction of the officer-in-charge. (As per Horticulture DSR Sl. 5.19) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Providing and Displaying Ficus reginold well developed fresh & healthy foliage 60 to 75 cm spread 105 to 120 cm ht., Bushy in 35 cm Cement Pot as per direction of the officer-in-charge. (As per Horticulture DSR Sl. 5.25) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
Providing and Displaying Phoenix roebelenii palm well developed having 20 to 25 fresh & healthy leaves 90 to 105 cm ht. in 30 cm Cement Pot as per direction of the officer-in-charge. (As per Horticulture DSR Sl. 5.37) (including cost of all material, labour, T&P, Labour Cess and all other Taxes but Excluding G.S.T.)
SAMRIDDHI NIRMAN PVT. LTD.
Balaji Constructon
M/s RAD TECH BUILDCON PRIVATE LIMITED
M/S SHIVA ASSOCIATES
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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