Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date12 Sep 2024
Closing Date7 Oct 2024
Tender Amount₹ 25,14,39,870
Costs
EMD
₹ 12,68,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Formation Of Link Road Between Km 2 -0 Of Rajapalayam Sankarankovil Tirunelveli Road Sh - 4 New Bus Stand And Km 66-8 Of Thirumangalam Kollam Road
Description
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Contact
Tender Id
2024_HWAY_483477_1Bid Award Id
ViewTender No
TN NO 2 2024 25 SDO Dated 29.08.2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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Filling with Conveyed earth having CBR value of more than 8 for forming embankment including conveyance of earth to site, spreading the earth uniformly to the entire embankment, formation in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 97% Proctor density upto sub grade level as per MoRT&H - V Revision for main work,
20633
15356935
744.29
... More
Construction of granular sub-base V 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 soil compactor to achieve the desired density, complete as per Clause 401 for main work.
4438
8195743
1846.72
... More
Construction of granular sub-base III 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 soil compactor to achieve the desired density, complete as per Clause 401 for main work.
3154
6107121
1936.31
... More
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam of 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 406 of MoRT&H - V Revision for main work.
7090
15471372
2182.14
... More
Providing and laying Prime Coat over WMM surface using 7kg of Emulsion Bitumen(SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MoRT&H - V Revision for main work,
28071
2328208
82.94
... More
Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MoRT&H - V Revision for main work
28071
541489
19.29
... More
Providing and laying Tack Coat over existing bituminous surfaces using 2.00kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MoRT&H - V Revision for main work
1617
44370
27.44
... More
Providing, laying 50 - 75mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50 - 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20kg of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant of 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross Sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plants required, including all other incidental charges etc., complete as per specification using CMP as per Clause 505 of MoRT&H - V Revision for main work
1485
15634525
10528.3
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Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36mm and below with 50.30kg of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant of 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross Sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per Clause 507 of MoRT&H - V Revision for main work
891
10134928
11374.78
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Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using ISS HBG metal including cost and conveyance of all materials to site and cement at site as per relevant standard specification for KERB WALLS, MEDIANS & ISLANDS for Main work
39
534530
13705.9
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Earth filling behind the KERB WALLS, MEDIANS & ISLANDS with excavated soil including cost and conveyance to site including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density and all incidental charges etc., complete for Main work and Retaining wall
2057
88142
42.85
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. for EARTH WORK FOR BERMS INCL COMPACTION for Main work
3651
2717402
744.29
... More
Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring strutting, walling and forming protective bunds whereever necessary etc., complete as per relevent standard specification for DRESSING THE BED UPTO SILL LEVEL for Minor Bridge
391
32194
82.34
... More
Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation, backfilling, clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF BOX CULVERT
3925
875275
223
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Earthwork excavation in all classes of soil and depositing on bank with all leads and lifts as per SS20B including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF RETAINING WALLS AND MINOR BRIDGE
1610
491050
305
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upto 2m depth for Retaining wall and Minor bridge
1229
624332
508
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2m - 3m depth for Minor bridge
372
193294
519.61
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Filling under the box culvert with Stone dust including cost and conveyance of stone dust to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for box culvert
189.06
48210
255
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Vibrated Cement Concrete of Grade M15 using 40mm ISS HBG metal including cost and conveyance of al1 materials to site including cement at site including cost of formwork, soft water, labour changes for mixing, transporting, laying and curing concrete,working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring , Strutting etc., complete as per relevant standard specification for LEVELLING COURSE UNDER FOUNDATION OF ABUTMENTS, RETURN WALLS & PIERS as per Section 2100 of MoRT&H - V Revision for Box culvert, Retaining wall and Minor Bridge
502.46
3274325
6516.59
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Vibrated Reinforced Cement Concrete of grade M25 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site, including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for BASE SLAB, STEM AND TOP SLAB OF BOX CULVERT.
1371
17548800
12800
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Vibrated Reinforced Cement Concrete of grade M40 Design Mix, using 20mm ISS HBG graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete for RCC CRASH BARRIERS as per Section 1500,1700 & Clause 2703 of MoRT&H - V Revision for Box culvert and Minor Bridge
55.62
942711
16949.14
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Vibrated Reinforced Cement Concrete grade of M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges formwork cost of remolded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab as per Clause 2702 of MoRT&H - V Revision for Box culvert and Minor Bridge.
1407.32
1121042
796.58
... More
Vibrated Cement Concrete of grade M20 Nominal Mix using ISS size HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for FOOTINGS OF Retaining wall, Box culvert and Minor Bridge
1980.2
15762510
7960.06
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Vibrated Reinforced Cement Concrete of grade M20 Nominal Mix using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges, etc. complete, for stem of RETAINING WALL (below ground level) and Box culvert
1181.95
10054825
8506.98
... More
Vibrated Reinforced Cement Concrete of grade M20 Nominal Mix using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charges for Tools and Plants including all other incidental charges, etc. complete, for RETAINING WALL (above ground level), Box culvert and Minor Bridge
1942.11
18019984
9278.56
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Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN THE ABUTMENTS AND WINGS for Box culvert, Retaining wall and Minor Bridge
709
136837
193
... More
Vibrated Reinforced Cement Concrete of grade M30 Design mix using 20mm ISS size HBG graded metal including cost and conveyancc of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, potable water, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS as per Section 1500, 1700 & 2200 of MoRT&H - V Revision for Minor Bridge
23
275563
11981
... More
Providing and fixing KRAFT PAPER for full width of seating of deck slab including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.as per 1700, 2200 for Minor Bridge
56
6160
110
... More
Vibrated Reinforced Cement Concrete of grade M30 Design Mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site, including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB AND KERBS & SAFETY KERBS as per Section 1500, 1700 & 2300 of MoRT&H - V Revision for Minor Bridge
327
3412572
10436
... More
Providing and fixing PVC EXPANSION JOINT 20mm thickness with approved type of PVC water stopper of 300mm width over abutments and piers in 20mm gap between deck slabs as shown in the drawing including cost and conveyance of expansion joints including expansion joint filler and joint sealant etc, complete. as per Section 2600 of MoRT&H - V Revision for Minor Bridge
82
53578
653.4
... More
Vibrated Reinforced Cement Concrete of grade M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental changes etc., complete for APPROACH SLAB as per Section 1500, 1700 & Clause 2704 of MoRT&H - V Revision for Minor Bridge
32
299296
9353
... More
Providing and fixing of G.I. drainage spouts 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.as per Clause 2705 of MoRT&H - V Revision for Minor Bridge
12
29977
2498.1
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Providing Filter media behind the abutments and wings for 600mm thickness using filter materials well packed with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc. complete.as per CI. 710.1.4 and appendix -6 of IRC : 78-2014 for Minor Bridge
63
79128
1256
... More
Filling behind Abutments and returns with clean gritty free drainig gravel including cost and draining gravel having PHI value more than 35 conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc,complete as per CI. 710.1.4 and appendix -6 of IRC : 78-2014 for Minor Bridge
268
120600
450
... More
Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges , etc., complete for Box culvert and Minor Bridge
174
16636140
95610
... More
Supply and fabrication of Fe-240 steel required in the schedule including cost of steel at site and cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills including lapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings including cost of binding wire ,provision of spacer bars, cover blocks and all other incidental charges etc complete for Minor Bridge
3.5
334635
95610
... More
Vibrated Plain Cement Concrete M20 (Nominal Mix), using 40mm ISS graded hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing , transporting, laying, and Curing concrete, working in heights and hire charges for tools and plants and all other incidental charges etc complete as per relevant specification for CC PARAPET as per Section 1500 & 1700 of MoRT&H - V Revision for Minor Bridge
7
87822
12546
... More
Supply and fixing of High Quality of PVC pipes of 150mm dia. including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for providing utility services in footpath for Minor Bridge
171
74385
435
... More
Providing Painting Painting two coats with Ready mixed plastic emulsion paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts - including scoffolding charges
448
107744
240.5
... More
Painting two coats with ready mixed plastic emulsion paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of drit of parts for zebra marking
443
132722
299.6
... More
Providing Road Furniture Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass bead @ 250 gm.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 etc., complete as per MoRT&H specification No.383
2710
2411900
890
... More
Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. ( as per MoRT&H Specification No.801)
(A) Retro - Reflectorised Traffic signs (with out definition board)
i) 60 cm Speed limit board
16
72208
4513
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ii) 60 x 45 cm Chevrons
40
172640
4316
... More
iii) 90 cm Equilateral triangle
16
82016
5126
... More
iv) 90cm octagonal
6
49230
8205
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Providing and erecting Direction and Place Identification Retro Reflectorised Sign made out of High Intensity Micro Prismatic Grade sheeting confirming to Type -IV standards of IRC-67:2012 and ASTM D 4956-09, specification and fixed 2 mm thick Aluminum sheet fixed over a back supporting frame 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x6mm with a clear height of not less than 2.10m from the ground level to the bottom of sigm board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60 cm size including cost and conveyance of all materials,equipment,machinery and labour with all lead and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per table 6.6 of IRC 67-2012. The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRN 67-2012.(as per MoRT&H specification No.801).
A) Sign board made of Retro Reflective Type IV sheeting, ASTM D 4956 Specification.
8.64
101995
11805
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Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc.. complete
3380
1622400
480
... More
Providing and fixing of Rigid Median Marker double sided made of tough, high impact resistant, injection molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The Plastic used for molding the Median Marker shall have a minimum Notched Izod Impact Strength value of 600J/m at room temperature , when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL 746C. The logo of manufacturer shall be embossed on either side of the body in the injection molding process. The median marker shall have rectangular shaped, flurescent yellow colour retro -reflective sheeting of size not less than 8.5cmx8.5cm and with fully reflective micro primatic cube corners asits retro-reflective elements as per IRC 67 2012 and ASTM D4 956-09 type XI specifications reflectivity values.The retro- reflective sheeting shall be both sides of the Median Marker and shall be edge protection with no exposed edges which will prevent edge lifting,vandalism,sheeting damage etc.The median marker shall be fixed by a cobination of epoxy adhesive and grouting.
224
105280
470
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HAZARD MARKER BOARD: Providing and fixing of retro – reflectorised Hazard Marker Traffic Sign made out of High intensity Prismatic Grade sheeting conforming to Type IV standards of IRC 67:2012 and ASTM D 4956,-09, specification and fixed over 2mm thick aluminum sheet fixed over back supporting frame of 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle post 75x75x6mm and 0.6m below ground level. the sign post should be painted as per IRC 67:2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60cm size including cost and conveyance of all materials, equipment,machinery and labour with all leads and lifts,loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity retro reflection as per Table 6.6 of IRC 67-2012. the retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and certified copy of three years outdoor esposure report shall be obtained as per IRC 67:2012 (As per MORT&H specification No.801) 30cm x 90cm Rectangular sign board
42
168000
4000
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Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MORT®&H specification No. 806)
312
748800
2400
... More
Solar Raised Pavement Marker / Solar Road Stud: Supplying and fixing of solar raised pavement markerrs made of poly carbonate molded body, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatice lens capable of providing total intennal reflection of the light entering the lens face in passive mode. The product shall support a load of 13635 kg tested in accordance to MORTH and ASTM D 4280 type H. The product should be resistant water ingress according to IP 65 standards category 2 and should fixed and temperature in the range of -7 C to 70 C. Flashing rate and colour of lighting is to be provided as per requirement. There should be minimum current losses of less than 20 micro ampere in sleeping charge mode to enhance Product life and a single charge should provide a minimum autonomy of 50 hours the height with and length shall not be less than 10mm x 100mm x 100mm. fixing will be by drilling holes on the road for shanks to go inside without Nails and using epoxy resin based adhesive as per manufacturer's recommendations and complete as directed by engineer. Warranty certificate and test reports confirming to compressive strength as per morth circular shall be obtained from he manufacturer and submitted to engineer in charge. Two years warranty certificate for solar RPM for the quantity installed and a certified copy of test report from an independent test laboratory confirming to water Ingress be obtained from the manufacturer by the contractor and submitted to the engineering charge
40
132000
3300
... More
Providing and fixing of retro reflectorised overhead cantilever informatory sign made of cube corner microprismatic grade sheeting conforming to type XI standards of IRC 67-2012 and ASTMD 4956-09 specification and fixed over 2 mm thick aluminium sheet fixed on back supporting frame mild steel L angle of size 50 mm x 50 mm x 6 mm. The Vertical support post for the installation of overhead sign Gantry shal be made of 300 NB (nominal bore) MS pipe with 12 mm thick with the ground clearance of 6 m along with 80 NB (nominal bore) MS pipe with 4 mm thick and 40 NB (nominal bore) MS pipe with 3.20 mm thick support post. MS Base plate of size 1200 mm x 1200 mm x 25 mm and MS top plate of size 500 mm x 1650 mm x 16 mm to be used to hold the sign board at the top and bottom respectively. MS stiffiner plates 8.00 mm thick of sizes 420 x 420, 682x420, 288x 288, 288x 927 and 44x130 are to be used. Anchor bolts of dimension 25 mm dia and 1000 mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of coefficient of retro-reflection values against the value as mentioned in table 6. of IRC 67-2012.The latex printer used for Digital Printing should use inks with the low VOC emissions and have Green guard, Eco logo certificates ask per UL 2801 standards. The retro reflective sheeting shall be covered under 10 years warranty issued for field performance and a certified copy of 3 years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORTH specification number 801). cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials equipments, machineries to work site, including all labour charges for fixing the gantry in position with all leads and lifts loading charges and necessary for satisfactory completion of the work of directed by the engineer-in-charge etc., complete.
6
6090960
1015160
... More
Disposal of Surplus Earth Disposal of excavated earth by transfer with a lead of 5 km away from worksite as directed by the departmental officers for disposal as per Standard specifications and all other incidental charges etc., Complete.
5716.2
336969
58.95
... More
Calculation of SubTotal, GST and Total Amount carried out by system automatically
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-
-
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Basic cost of value put to tender as per estimate
1
-
213084636
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Add GST at 18%
1
-
38355234
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Total Value put to Tender
1
-
251439870
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Negotiated Percentage
1
-
-
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Final Negotiated Value
1
-
-
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Add GST at 18% of Final Negotiated Value
1
-
-
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Total Value of Contract Including 18% of GST
1
-
-
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Basic cost of value put to tender as per Estimate
-
213084636
-
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
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