Thirumazhisai To Chettipedu Widening Existing 4 Lane To 6 Lane And Improvements From Km 25/5 ( Thirumazhisai ) To Km 31/0 ( Chettipedu ) Of Nh-48 ( Old Nh-4 , Chennai Bangalore Section-5 . 50 Km Stretch )
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Bid Submission
10 Aug 2021
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Bank guarantee accepted
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11200
Non-refundable
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Online
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NCB
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Thirumazhisai → Tamil Nadu
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Project Description
Thirumazhisai To Chettipedu Widening Existing 4 Lane To 6 Lane And Improvements From Km 25/5 ( Thirumazhisai ) To Km 31/0 ( Chettipedu ) Of Nh-48 ( Old Nh-4 , Chennai Bangalore Section-5 . 50 Km Stretch )
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 13-Jul-2021 | Amendment - 1 | Other | 10-Aug-2021 |
| 2 | 20-Jul-2021 | Amendment - 2 (BOQ) | Other | 10-Aug-2021 |
BOQ
| Name of work : Widening existing 4 lane to 6 lane and Improvements from Km 25/5 (Thirumazhisai) to Km 31/0 (Chettipedu) of NH-48 (Old NH-4, Chennai – Bangalore Section-5.50 km Stretch) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | ROAD,CULVERT, DRAIN AND BUSSHELTER:- Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with intial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam wherever necessary for dressing the bed below sill level etc., complete for Box cutting as per Clause 301- 304 of MORT&H Revision -V for Road | 21691.6 | Cum | |
| 2 | 2 | Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with intial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam wherever necessary for dressing the bed below sill level etc., complete for Box cutting as per Clause 301- 304 of MORT&H Revision -V for Drain, Culverts and Bus Shelter | 5547.4 | Cum | |
| 3 | 3 | Construction of embankment with approved material 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 of MORT & specification. | 88475.1 | Cum | |
| 4 | 4 | Construction of embankment with Carted earth obtained from approved source and compacted to meet requirement of Table 300-2 of MORT & specification. | 52034.9 | Cum | |
| 5 | 5 | Construction of sub grade and earthern shoulders 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 400-1 and Clause 305 of MORT & H Revision - V. | 60595.3 | Cum | |
| 6 | 6 | Disposal of excavated earth obtained from Box Cutting for road, Culverts and Drain unfit for forming embankment away from the site including all lead and lift transportation charges and hire charges for tools and plants and all other incidental chrges etc. Complete. | 13291.1 | Cum | |
| 7 | 7 | Providing GSB Grade - V using materials as per clause 401.2.1 viz., sand, morrum, gravel, crushed stone individuals or combination there of which satisfies the grading I as per table 400.1 and satisfies the physical standards given in cluse 401.2.2 and gives the 30 CBR including cost and conveyance of earth all materials and hire and machinery charges of Tools and plants employed and all other incidental charges as per MORTH revision V. | 14982 | Cum | |
| 8 | 8 | Providing GSB Grade - III using materials as per clause 401.2.1 viz., sand, morrum, gravel, crushed stone individuals or combination there of which satisfies the grading I as per table 400.1 and satisfies the physical standards given in cluse 401.2.2 and gives the 30 CBR including cost and conveyance of earth all materials and hire and machinery charges of Tools and plants employed and all other incidental charges as per MORTH Revision V | 13623.9 | Cum | |
| 9 | 9 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechnanical mixplant carriage of mixed material by tipper to site laying in uniform layers with pavers in SubBase/Basecourse on well prepared surface and compacting with vibratory roller 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 MORTH REVISION - V | 34059.7 | Cum | |
| 10 | 10 | Providing and laying of Prime coat using Bituminous Emulsion at the rate of 7 Kg per 10 Square Metre for preparatory to another bituminous construction over WMM surface including cost of material, labourcharges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 502 of MORTH REVISION - V. | 136239 | Sqm | |
| 11 | 11 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 2.0 Kg/ 10 sqm for preparatory to another bituminous construction over it including cost of material, labourcharges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Revision - V. | 229252 | Sqm | |
| 12 | 12 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 3.0 Kg/ 10 sqm for preparatory to another bituminous construction over it including cost of material, labourcharges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Revision - V. | 6661.71 | Sqm | |
| 13 | 13 | Providing and laying consolidated thick Dense Bituminous Macadam Gr - I 100 mm thick using graded stone materials and VG40 bitumen at 4.0 to 4.5% by weight of total mix and filler including cost and conveyance of all materials toworksite,heating the bitumen and aggregate to required temperature and mixing them in required temperature in Batch mix Hot mix plant 100-120 TPH producing an average output of 75 tonnes per hour, spreading the mix to uniform thickness to the specified grades and cross sections with a hydrostatic paver finisher with sensor control to required grade, level and alignment and rolled with smooth wheeled, 8-10 tonne vibratory and tandom rollers to acheieve the desired compaction including hire charges and fuel charges for hot mix plant with bitumen boiler, power rollers and all other tools and plant required, including all other incidental charges etc.,complete as per clause 505 of MORT & H Revision -V | 4512.55 | Cum | |
| 14 | 14 | Providing and laying consolidated thick Dense Bituminous Macadam Gr-II 50 mm - 75 mm thick using graded stone materials and VG40 bitumen at 4.0 to 4.5% by weight of total mix and filler including cost and conveyance of all materials toworksite,heating the bitumen and aggregate to required temperature and mixing them in required temperature in Batch mix Hot mix plant 100-120 TPH producing an average output of 75 tonnes per hour, spreading the mix to uniform thickness to the specified grades and cross sections with a hydrostatic paver finisher with sensor control to required grade, level and alignment and rolled with smooth wheeled, 8-10 tonne vibratory and tandom rollers to acheieve the desired compaction including hire charges and fuel charges for hot mix plant with bitumen boiler, power rollers and all other tools and plant required, including all other incidental charges etc.,complete as per clause 505 of MORT & H MORTH Revision -V. | 9198.23 | Cum | |
| 15 | 15 | Providing and laying Bituminous Concrete Gr - II 40mm thick with 100-120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bitumen CRMB 55 grade at 5.4 to 5.6% by weight of total mix and filler, trnsporting the hot mix to site, laid over a previously prepared suuface with a hydrostatic paver finisher with sensor control to required grade, level and alignment and rolled with smooth wheeled, 8-10 tonne vibratory and tandom rollers to acheieve the desired compaction as per clause 507 of MORT & H Revision -V. | 9436.55 | Cum | |
| 16 | 16 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respecively, 250 mm high in M 20 grade PCC on M 10 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 408. | 586 | RM | |
| 17 | 17 | Providing R.C.C Centre Median of size 0.610 m at bottom 0.250 m at middle 0.150 m at top and to height of 1.2 m from the road level including cost and conveyance of all materials to work site including picking the existing B.T surface if necessary, and providing form work for shuttering on both sides and chamfered edges at top, including cost of steel reinforcements as per the Bar bending schedule appended here with, fabrication and placing in position of steel grills including cost of binding wire, laying of R.C.C M30 concrete using ISS HBG graded metal including cost and conveyance of all materials to work site from the approved sources including labour charges for mixing, laying, curing etc, and cost and laying of 100mm dia PVC pipes | for service utilities I at the middle of the median as directed by the departmental officers, Rendering smoothness over the CC surfaces with 10 Kg of cement for 10 sqm area and painting two coats over the CC surfaces with best approved quality of cement paint | 500 | RM | |
| 18 | 18 | Providing R.C.C Divider of size 0.500 m at bottom 0.250 m at middle 0.250 m at top and to height of 0.75 m from the PCC with 0.45m height Steel Guard Rails including cost and conveyance of all materials to work site including picking the existing B.T surface if necessary, and providing form work for shuttering on both sides and chamfered edges at top, including cost of steel reinforcements as per the Bar bending schedule appended here with, fabrication and placing in position of steel grills including cost of binding wire, laying of R.C.C M30 concrete using ISS HBG graded metal including cost and conveyance of all materials to work site from the approved sources including labour charges for mixing, laying, curing etc, and cost and laying of 100mm dia PVC pipes | for service utilities I at the middle of the median as directed by the departmental officers, Rendering smoothness over the CC surfaces with 10 Kg of cement for 10 sqm area and painting two coats over the CC surfaces with best approved quality of cement paint | 10346 | RM | |
| 19 | 19 | Providing Semi- Rigid Median (W- BEAM) DIVIDER as per IRC :119 at Centre Median including all labour charges, hire charges for tools and Plants and all other incidental charges etc. Complete as per standard specifications | 11906 | RM | |
| 20 | 20 | Dismantling the existing PCC structures like Kerb, Median etc. including all labour charges, hire charges for tools and Plants and all other incidental charges etc. Complete as per standard specifications | 106.25 | Cum | |
| 21 | 21 | Painting the cement concrete kerb with top width 115 and 250 mm high with Cement Paint including all labour charges, hire charges for tools and Plants and all other incidental charges etc. Complete as per standard specifications etc. complete. | 643.74 | Sqm | |
| 22 | 22 | Cement Concrete M10 using 40mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per MORT&H specifications 1000,1500,1600,1700 and 2300 for Levelling Course for Drain. | 372.54 | Cum | |
| 23 | 23 | Plain Cement Concrete M15 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all Materials to site and cement at site including form work , using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications complete as per relevant MORT&H specifications 1000&2100. for Levelling course below Box Base slab, Return wall , Toe wall and for Bus Shelter Foundation | 307.94 | Cum | |
| 24 | 24 | Plain Cement Concrete M20 using 20 mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as as per MORT&H specifications 1000, 1500 ,1600, 1700&2300 for Rising Divider between Flyover and Service Road, Bus Shelter Pedestal. | 149.46 | Cum | |
| 25 | 25 | Brick work in CM 1:5 mix using country bricks ground moulded of size 22 x 11 x 7cm for the following including curing including all labour chargesand all other incidental charges etc. Complete as per standard specifications etc. complete for Bus Shelter | 47.57 | Cum | |
| 26 | 26 | Plastering on Brick Work Surface with Cement Mortor 1:3 in 12mm Thick including labour charges for mixing curing and all other incidental charges etc. Complete as per standard specifications etc. complete for Bus Shelter | 159.38 | Sqm | |
| 27 | 27 | Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever 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 DRAIN, BOX CULVERTS AND BUS SHELTERS | 253.35 | MT | |
| 28 | 28 | Manufacturing, Supplying and fixing of FRC Man holes slab 600 mm dia of EHD - 35 (Extra Heavy Duty) ( perforated) as per BIS: 12592 (pat 1&2) and delivery of manholes covers and frames with ISI marking anywhere in Tamil Nadu including loading and unloading and stacking at site including labour charges for fixing in position as per standard specifications for DRAIN. | 354 | Nos | |
| 29 | 29 | Providing and fixing 300mm X 150mm X 25mm FRP of required length including cost and conveyance of all materials to worksite and labour charges for fixing etc., complete as per MORTH specification for DRAIN | 708 | Nos | |
| 30 | 30 | Filling behind End Wall as per Appendix 6 of IRC:78-2014 & MORT&H specifications, 2200 with clean gritty free draining 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 for BOX CULVERTS AND BUS SHELTERS | 195.35 | Cum | |
| 31 | 31 | Providing Structural Steel and Roofing using Nominal bore 50 mm and 30 mm and MS Plate, MS U bolt, and MS Base plate and ISA 50mm X 50mm X 6mm MS Angle and Roofing with galvalume sheet and including cost of all material and labour charges of fittings of above etc, complete for Bus Shelter | 15 | Nos | |
| 32 | 32 | Paving the floor with scratch proof ceramic tiles of any colour and any size laid in CM 1:3, 20mm thick. And pointing with white cement 0.4 Kg per sqm mixed with colouring pigment to siut the colour of the tiles including finishing the joints neatly complying with the standard specifications and as directed by the departmental officers. | 162 | Sqm | |
| 33 | 33 | Reinforced Cement Concrete of 1:1.5:3 grade M25 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 MORT&H specifications 1000,1500,1600,1700 and 2300 for Side Walls, Top and Bottom Slabs of DRAIN | 2194.43 | Cum | |
| 34 | 34 | Providing and fixing seepage pipes of 100mm dia. PVC pipes of requied lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN BETWEEN THE WALLS. | 747 | Nos | |
| 35 | 35 | Vibrated Reinforced cement concrete M30 using 20MM ISS HBGS graded metal stone including form work and centering using soft water cost and conveyance of all materials to site including cost of cement at site form work and centering using soft water labour charges for mixing, transporting, laying, vibrating curing, concrete working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per MORT&H specifications 1000, 1500 ,1600, 1700&2300 for Box Culvert Base Slab, Side wall, Key wall, Top slab, Return wall | 1733.36 | Cum | |
| 36 | 36 | Vibrated Reinforced cement concrete M40 using 20MM ISS HBGS graded metal stone including form work and centering using soft water cost and conveyance of all materials to site including cost of cement at site form work and centering using soft water labour charges for mixing, transporting, laying, vibrating curing, concrete working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per MORT&H specifications 000, 1500, 1600, 1700&2300 for Crash Barrier | 53.76 | Cum | |
| 37 | 37 | Providing filter media behind retaining wall with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers 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., for filter media as per MORT&H Cl. 309-3-2-13 and 305 -4-4 etc., Revision -V. | 811.82 | Cum | |
| 38 | 38 | ROAD FURNITURES:- Providing and laying Hot applied Thermoplastic compound 2.50 mm thick including reflectorising Glass Beads @ 250 gms per sqm, area thickness of 2.5mm 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. 803). | 9097.15 | Sqm | |
| 39 | 39 | Providing and fixing Reflective road studs of Category A raised pavement markers made out of poly carbonate / ABS moulded body confirmaing 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 confirming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circluar no. RW / NH. 33023 / 10/ 97 - DO.III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90mm 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 MORTH circular. The srength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30 +/- 2 mm) from the body is to be a minimum value of 500 kgf. 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 manufacturers recommendation and complete as directed by the engineer. The marker shall support a load of 13635 kg tested in accordance with ASTM D4280 and conforming to IRC-35 -2015 guidelines and MoRTH specification 804 etc., complete | 5360 | Nos | |
| 40 | 40 | Supplying and installation of Delineators (road way indicators, hazard markers and object markers), 80-100cm high above ground level, painted at alternatively black and white in 15cm wide strips, fitted with 80 x 100mm rectangular or 75mm 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) | 87 | Nos | |
| 41 | 41 | Providing and fixing of Retro Reflectorized Overhead Cantilever Informatory signs made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 2012 and ASTMD4956 – 09, specification and fixed over 2 mm thick aluminum 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 shall be made of 300NB (Nominal Bore) MS Pipe with 12 mm thick with a ground clearance of 6 meters along with 80 NB (Nominal Bore) MS Pipe with 4 mm thick and 40 NB (Nominal Bore) MS Pipe with 3.2 mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes (420x420), (682x420), (288x288), (288x927), (44x130) are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co-efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC 67 – 2012. The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years 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).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, equipment, Machinery and labor with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge\nOverhead Cantilever Signboard of Size – 5 m x 1.8 m | 3 | Nos | |
| 42 | 42 | Providing and fixing of Retro Reflectorized Overhead Gantry Informatory signs made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 2012 and ASTMD4956 – 09 specification and fixed over 2 mm thick aluminum 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 shall be made of 300NB (Nominal Bore) MS Pipe with 12 mm thick with a ground clearance of 6 meters along with 80 NB (Nominal Bore) MS Pipe with 4 mm thick and 40 NB (Nominal Bore) MS Pipe with 3.2 mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 900mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes (420x420), (682x420), (288x288) and (44x125) and MS Joining plates of size 1200mm x 250mm x 8 mm are to be used.Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co-efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC 67 – 2012. The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years 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). Gantry 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, equipment, Machinery and labor with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge.\nOverhead Gantry Signboard of Size – 14.00 m x 1.80 m | 2 | Nos | |
| 43 | 43 | Providing and fixing of retro reflectory Cautionary, Mandatory and informatory signs made of high intensity prismatic Grade sheeting confirming to IRC 67-2010 and ASTM D 4956-09, Type IV Specification and fixed over 1.5 mm thick aluminium sheet fixed on back supporting frame of 25 mm x 25 mm x 3 mm Mild steel angle and supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level etc complete including 7 year warranty for the retro reflective sheeting as per clause 6.9 of IRC 67: 2010 specification (as per MORTH Specification No 801) ( without definition board)\nA. 60 cm Circular | 50 | Nos | |
| 44 | 43.1 | B. 90 cm Equilateral Triangular | 128 | Nos | |
| 45 | 43.2 | C. Rectangular - 80cm x 60 cm | 84 | Nos | |
| 46 | 43.3 | D. 90 cm High Octagon | 8 | Nos | |
| 47 | 44 | Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign 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 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 sine including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts loading charges necessary for satisfactor completion of the work as directed by the engineer in charge. High intensity Retro - Relectro 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 MORTAH Specification No.801) (size 30cm x 90 cm Rectangular) | 96 | Nos | |
| 48 | 45 | 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 600 J/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 UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular-shaped, fluorescent yellow colop retro-reflective sheeting of size not less than 8.5cm-8. Scm and with fully reflective micro prismatic cube corners as its retro- reflective elements as per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity values. The retro-reflective sheeting shall be hoth sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting. | 100 | Nos | |
| 49 | 46 | Providing and erecting Direction and place identification retro-refelectorised sign as per IRC: 67 - 2010 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick fixed on back supporting frame and supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Sign board made of Retro Reflective Type IV sheeting, ASTM D4956 specification - More than 0.90 sq.m) | 22.68 | Sqm | |
| 50 | 47 | Providing RCCM15 grade Precast KM stone of standard design as per IRC 8-1980 and fixing in position including painting and printing etc., complete. (as per MORTH & H specification No.804)\n(a). 5 th KM stones | 3 | Nos | |
| 51 | 47.1 | (b). KM stones | 12 | Nos | |
| 52 | 48 | Providing RCCM15 grade Precast HM stone of standard design as per IRC 26-1967 and fixing in position including painting and printing etc., complete. (as per MORTH & H specification No.804) | 84 | Nos | |
| 53 | 49 | Widening of Bridge at Km 27/205:- Supply and providing M.S. liner of 6mm thick in piles up to 5.00 meters to 10.00 meters depth (maximum) duly primer and painting outer surface etc. with approved drawing or direction of E/I including supply, strengthening, bending, welding, all supports, labours, tools and tackless, plants and equipments etc. Complete as required for successful completion of the job as per direction of Engineer-in-charge | 50.05 | MT | |
| 54 | 50 | Earthwork excavation in all classes of soil, soft disintegrated rock and hard rock not requiring blasting and depositing on bank with all leads and lifts including cost of all labour, equipments and all incidental charges such as baling our 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, and clearing the site and disposal of all surplus materials, dressing the bed upto required level etc., complete as per relevant standard specification MORT&H clause 301&304. | 1109.44 | Cum | |
| 55 | 51 | Plain Cement Concrete M15 Nominal using 20mm ISS HBG metal including cost and conveyance of all Materials to site and cement at site including form work , using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications for Levelling course below foundations complete as per relevant MORT&H specifications 1000&2100. | 46.22 | Cum | |
| 56 | 52 | Supply and fabrication of Fe- 500D steel required for all RCC items of works involved In Flyover Super structure in the schedule and cost of TOR steel conforming to IS:1786 at site, including fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills with GI wires including overlapping 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, as per standard specifications Fe-500D STEEL in PILE | 91.25 | MT | |
| 57 | 53 | Supply and fabrication of Fe- 500D steel required for all RCC items of works involved In Flyover Super structure in the schedule and cost of TOR steel conforming to IS:1786 at site, including fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills with GI wires including overlapping 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, as per standard specifications Fe-500D Steel-sub structure | 88.6 | MT | |
| 58 | 54 | Supply and fabrication of Fe- 500D steel required for all RCC items of works involved In Flyover Super structure in the schedule and cost of TOR steel conforming to IS:1786 at site, including fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills with GI wires including overlapping 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, as per standard specifications Fe-500D SUPER STRUCTURE | 201.25 | MT | |
| 59 | 55 | Vibrated Reinforced cement concrete M35 (Design mix) using 20MM ISS graded HBGS metal stone including cost and conveyance of all materials to site including cement at site including cost of formwork using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, laying in all heights and curing concrete, hire charges for tools and plants including shoring, shutting etc., complete as per relevant specification, as per MORT&H specifications 1000,1500,1600,1700 & 2300 PILE in 1.2m Dia | 908.4 | Cum | |
| 60 | 56 | Vibrated Reinforced cement concrete M35 (Design mix) using 20MM ISS graded HBGS metal stone including cost and conveyance of all materials to site including cement at site including cost of formwork using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, laying in all heights and curing concrete, hire charges for tools and plants including shoring, shutting etc., complete as per relevant specification, as per MORT&H specifications 1000,1500,1600,1700 & 2300 ABUTMENT PIER, PIER, PIER CAP, Pile Cap | 1025.56 | Cum | |
| 61 | 57 | Providing and laying 300mm Thick filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H Specifications to The thickness of filter is generally of the order of 200 mm to 300 mm. Where filter is provided in two layers, thickness of each layer shall be 150 mm. The smaller size towards the soil and bigger size towards the wall and provided over the entire surface behaind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications | 23.64 | Cum | |
| 62 | 58 | Providing and laying pitching on slopes laid over prepaid filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications - ( Stone Pitching 600mm Thk) | 136.96 | Cum | |
| 63 | 59 | Vibrated Reinforced cement concrete M40 (Design mix) using 20MM ISS graded HBGS metal stone including cost and conveyance of all materials to site including cement at site including cost of formwork using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, laying in all heights and curing concrete, hire charges for tools and plants including shoring, shutting etc., complete as per relevant specification, as per MORT&H specifications 1000,1500,1600,1700 & 2300 for Pedestal | 7.02 | Cum | |
| 64 | 60 | Supply and fixing of Elastomeric bearing (28x28x4.1cm) as shown in the drawing including cost and conveyance to worksite, labour for fixing the Bearing in t position and all other incidental charges etc., complete as per Section 2000 of MORTH specifications. | 192864 | Cu.cm | |
| 65 | 61 | Plain Cement Concrete M15 Nominal using 20mm ISS HBG metal including cost and conveyance of all Materials to site and cement at site including form work , using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications for Levelling course below Approach Slab & Footpath complete as per relevant MORT&H specifications 1000&2100. | 67.19 | Cum | |
| 66 | 62 | RCC Girder Concrete M35 (Design mix), using 20mm ISS HBG metal including cost and conveyance of all Materials to site and cement at site including form work , using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications (Super Structuer in RCC Girder) complete as per relevant MORT&H specifications 1000&2100. | 246.32 | Cum | |
| 67 | 63 | Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG metal including cost and conveyance of all Materials to site and cement at site including form work , using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications (for Cast-in-Situ Deck Slab) complete as per relevant MORT&H specifications 1000&2100. | 383.08 | Cum | |
| 68 | 64 | Providing and fixing of Galvanized iron drainage spouts 100mm dia, as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting at least 600mm beyond the bottom of decks slab as shown in the drawing including cost and conveyance of Galvanized iron pipes and flats and fixing them in position etc., complete as per MORT&H specifications 2705 | 30 | Nos | |
| 69 | 65 | Vibrated Reinforced cement concrete M40 (Design mix) using 20MM ISS graded HBGS metal stone including cost and conveyance of all materials to site including cement at site including cost of formwork using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, laying in all heights and curing concrete, hire charges for tools and plants including shoring, shutting etc., complete as per relevant specification, as per MORT&H specifications 1000,1500,1600,1700 & 2300 for Crash Barrier | 100.4 | Cum | |
| 70 | 66 | Vibrated Reinforced Cement Concrete M30 (Design mix) using 20MM ISS graded HBG metal including cost and conveyance of all materials to site including cost of cement at site, including formwork and centering, using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing, concrete working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per MORT&H specifications 1000,1500,1600,1700 &2300 for Approach slab | 50.47 | Cum | |
| 71 | 67 | Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 2.0 kg per 10 sqm on the prepared on Concrete surface cleaned with mechanical broom. | 1180.22 | Sqm | |
| 72 | 68 | Providing and laying Bituminous wearing coat 50 mm Thikness wearing course comprising 50 mm bituminous concrete can be adopted. As per relevant standard specifications MORT&H specifications 2702.1 | 59.01 | Cum | |
| 73 | 69 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. | 156.87 | Cum | |
| 74 | 70 | Providing and fixing in position of 100mm dia PVC pipes for service duct in Footpath including cost of all material, labour, loading, unloading as indicated in the drawings and technical specification or as directed by the Engineer including all leads and lifts etc., complete. | 471.71 | RM | |
| 75 | 71 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) | 129.9 | RM | |
| 76 | 72 | Supply and apply Two coats Paint of a solvent free, high build thixotropic epoxy resin based chemical resistant protective coating system Sikagard 63 or approved equivalent for concrete substrates with a primer coat of a water based, solvent free, odourless, epoxy resin protective coating Sikagard 67 or approved equivalent as directed by the Engineer In charge. | 780.61 | Sqm | |
| 77 | 73 | Widening of Bridge at Km 30/938:- Dismantling of Existing Structures (Dismantling of existing structures Reinforced cement concrete grade M-20 & above like culverts, bridges, retaining walls, Crash Barrier and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead) | 21.48 | Cum | |
| 78 | 74 | Earthwork excavation in all classes of soil, soft disintegrated rock and hard rock not requiring blasting and depositing on bank with all leads and lifts including cost of all labour, equipments and all incidental charges such as baling our 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, and clearing the site and disposal of all surplus materials, dressing the bed upto required level etc., complete as per relevant standard specification MORT&H clause 301&304. | 966.92 | Cum | |
| 79 | 75 | Plain Cement Concrete M15 Nominal/Design mix, using 20mm ISS HBG metal including cost and conveyance of all Materials to site and cement at site including form work , using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications for Levelling course below foundations complete as per relevant MORT&H specifications 1000&2100. | 32.05 | Cum | |
| 80 | 76 | Vibrated Reinforced cement concrete M35 (Design mix) using 20MM ISS graded HBGS metal stone including cost and conveyance of all materials to site including cement at site including cost of formwork using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, laying in all heights and curing concrete, hire charges for tools and plants including shoring, shutting etc., complete as per relevant specification, as per MORT&H specifications 1000,1500,1600,1700 & 2300 ABUTMENT & PIER ,Return Wall | 743.5 | Cum | |
| 81 | 77 | Providing and laying 300mm Thick filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H Specifications to The thickness of filter is generally of the order of 200 mm to 300 mm. Where filter is provided in two layers, thickness of each layer shall be 150 mm. The smaller size towards the soil and bigger size towards the wall and provided over the entire surface behaind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications | 83.11 | Cum | |
| 82 | 78 | Providing and laying pitching on slopes laid over prepaid filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications - ( Stone Pitching 600mm Thk) | 286 | Cum | |
| 83 | 79 | Vibrated Reinforced cement concrete M40 (Design mix) using 20MM ISS graded HBGS metal stone including cost and conveyance of all materials to site including cement at site including cost of formwork using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, laying in all heights and curing concrete, hire charges for tools and plants including shoring, shutting etc., complete as per relevant specification, as per MORT&H specifications 1000,1500,1600,1700 & 2300 for Pedestal | 2.12 | Cum | |
| 84 | 80 | Supply and fixing of Elastomeric bearing as shown in the drawing including cost and conveyance to worksite, labour for fixing the Bearing in t position and all other incidental charges etc., complete as per Section 2000 of MORTH specifications. | 258048 | Cu.cm | |
| 85 | 81 | Plain Cement Concrete M15 Nominal mix using 20mm ISS HBG metal including cost and conveyance of all Materials to site and cement at site including form work , using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications for Levelling course in Super Structure complete as per relevant MORT&H specifications 1000&2100. in Approach Slab & Foothpath | 37.55 | Cum | |
| 86 | 82 | RCC Girder Concrete M35 (Design mix), using 20mm ISS HBG metal including cost and conveyance of all Materials to site and cement at site including form work , using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications (Super Structuer in RCC Girder) complete as per relevant MORT&H specifications 1000&2100. | 168.2 | Cum | |
| 87 | 83 | Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG metal including cost and conveyance of all Materials to site and cement at site including form work , using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications (forCast-in-Situ Deck Slab) complete as per relevant MORT&H specifications 1000&2100. | 138.61 | Cum | |
| 88 | 84 | Supply and fabrication of Fe- 500D steel required for all RCC items of works involved In Flyover Super structure in the schedule and cost of TOR steel conforming to IS:1786 at site, including fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills with GI wires including overlapping 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, as per standard specifications Fe-500D Steel-sub structure | 66.99 | MT | |
| 89 | 85 | Supply and fabrication of Fe- 500D steel required for all RCC items of works involved In Flyover Super structure in the schedule and cost of TOR steel conforming to IS:1786 at site, including fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills with GI wires including overlapping 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, as per standard specifications Fe-500D SUPER STRUCTURE | 77.41 | MT | |
| 90 | 86 | Providing and fixing of Galvanized iron drainage spouts 100mm dia, as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting at least 600mm beyond the bottom of decks slab as shown in the drawing including cost and conveyance of Galvanized iron pipes and flats and fixing them in position etc., complete as per MORT&H specifications 2705 | 8 | Nos | |
| 91 | 87 | Vibrated Reinforced cement concrete M40 (Design mix) using 20MM ISS graded HBGS metal stone including cost and conveyance of all materials to site including cement at site including cost of formwork using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, laying in all heights and curing concrete, hire charges for tools and plants including shoring, shutting etc., complete as per relevant specification, as per MORT&H specifications 1000,1500,1600,1700 & 2300 for Crash Barrier | 42.96 | Cum | |
| 92 | 88 | Vibrated Reinforced Cement Concrete M30 (Design mix) using 20MM ISS graded HBG metal including cost and conveyance of all materials to site including cost of cement at site, including formwork and centering, using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing, concrete working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per MORT&H specifications 1000,1500,1600,1700 &2300 for Approach slab | 48 | Cum | |
| 93 | 89 | Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 2.0 kg per 10 sqm on the prepared on Concrete surface cleaned with mechanical broom. | 503.4 | Sqm | |
| 94 | 90 | Providing and laying Bituminous wearing coat 50 mm Thikness wearing course comprising 50 mm bituminous concrete can be adopted. As per relevant standard specifications MORT&H specifications 2702.1 | 25.17 | Cum | |
| 95 | 91 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. | 67.12 | RM | |
| 96 | 92 | Providing and fixing with 110 mm dia PVC Pipe extending through the full length of the structure with service of footpath towards drawing foce. Complete as per Drawing and Technical Specifications. | 201.36 | RM | |
| 97 | 93 | Providing and fixing Strip seal joint for fixed ends of simple supported in each spans not exceeding 10 m to cater for complete as per drawing and technical specifications | 42 | RM | |
| 98 | 94 | Supply and apply two coats Paint of a solvent free, high build thixotropic epoxy resin based chemical resistant protective coating system Sikagard 63 or approved equivalent for concrete substrates with a primer coat of a water based, solvent free, odourless, epoxy resin protective coating Sikagard 67 or approved equivalent as directed by the Engineer In charge. | 389.77 | Sqm | |
| 99 | 95 | Widening of Bridge at Km 30/992:- Dismantling of Existing Structures (Dismantling of existing structures Reinforced cement concrete grade M-20 & above like culverts, bridges, retaining walls, Crash Barrier and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead) | 21.48 | Cum | |
| 100 | 96 | Earthwork excavation in all classes of soil, soft disintegrated rock and hard rock not requiring blasting and depositing on bank with all leads and lifts including cost of all labour, equipments and all incidental charges such as baling our 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, and clearing the site and disposal of all surplus materials, dressing the bed upto required level etc., complete as per relevant standard specification MORT&H clause 301&304. | 971.25 | Cum | |
| 101 | 97 | Plain Cement Concrete M15 Nominal/Design mix, using 20mm ISS HBG metal including cost and conveyance of all Materials to site and cement at site including form work , using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications for Levelling course below foundations complete as per relevant MORT&H specifications 1000&2100. | 32.05 | Cum | |
| 102 | 98 | Vibrated Reinforced cement concrete M35 (Design mix) using 20MM ISS graded HBGS metal stone including cost and conveyance of all materials to site including cement at site including cost of formwork using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, laying in all heights and curing concrete, hire charges for tools and plants including shoring, shutting etc., complete as per relevant specification, as per MORT&H specifications 1000,1500,1600,1700 & 2300 ABUTMENT & PIER ,Return Wall | 743.5 | Cum | |
| 103 | 99 | Providing and laying 300mm Thick filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H Specifications to The thickness of filter is generally of the order of 200 mm to 300 mm. Where filter is provided in two layers, thickness of each layer shall be 150 mm. The smaller size towards the soil and bigger size towards the wall and provided over the entire surface behaind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications | 83.11 | Cum | |
| 104 | 100 | Providing and laying pitching on slopes laid over prepaid filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications - ( Stone Pitching 600mm Thk) | 286 | Cum | |
| 105 | 101 | Vibrated Reinforced cement concrete M40 (Design mix) using 20MM ISS graded HBGS metal stone including cost and conveyance of all materials to site including cement at site including cost of formwork using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, laying in all heights and curing concrete, hire charges for tools and plants including shoring, shutting etc., complete as per relevant specification, as per MORT&H specifications 1000,1500,1600,1700 & 2300 for Pedestal | 2.12 | Cum | |
| 106 | 102 | Supply and fixing of Elastomeric bearing as shown in the drawing including cost and conveyance to worksite, labour for fixing the Bearing in t position and all other incidental charges etc., complete as per Section 2000 of MORTH specifications. | 258048 | Cu.cm | |
| 107 | 103 | Plain Cement Concrete M15 Nominal mix using 20mm ISS HBG metal including cost and conveyance of all Materials to site and cement at site including form work , using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications for Levelling course in Super Structure complete as per relevant MORT&H specifications 1000&2100. | 37.55 | Cum | |
| 108 | 104 | RCC Girder Concrete M35 (Design mix), using 20mm ISS HBG metal including cost and conveyance of all Materials to site and cement at site including form work , using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications (Super Structuer in RCC Girder) complete as per relevant MORT&H specifications 1000&2100. | 168.2 | Cum | |
| 109 | 105 | Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG metal including cost and conveyance of all Materials to site and cement at site including form work , using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications (forCast-in-Situ Deck Slab) complete as per relevant MORT&H specifications 1000&2100. | 138.61 | Cum | |
| 110 | 106 | Supply and fabrication of Fe- 500D steel required for all RCC items of works involved In Flyover Super structure in the schedule and cost of TOR steel conforming to IS:1786 at site, including fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills with GI wires including overlapping 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, as per standard specifications Fe-500D Steel-sub structure | 66.99 | MT | |
| 111 | 107 | Supply and fabrication of Fe- 500D steel required for all RCC items of works involved In Flyover Super structure in the schedule and cost of TOR steel conforming to IS:1786 at site, including fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills with GI wires including overlapping 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, as per standard specifications Fe-500D SUPER STRUCTURE | 77.41 | MT | |
| 112 | 108 | Providing and fixing of Galvanized iron drainage spouts 100mm dia, as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting at least 600mm beyond the bottom of decks slab as shown in the drawing including cost and conveyance of Galvanized iron pipes and flats and fixing them in position etc., complete as per MORT&H specifications 2705 | 8 | Nos | |
| 113 | 109 | Vibrated Reinforced cement concrete M40 (Design mix) using 20MM ISS graded HBGS metal stone including cost and conveyance of all materials to site including cement at site including cost of formwork using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, laying in all heights and curing concrete, hire charges for tools and plants including shoring, shutting etc., complete as per relevant specification, as per MORT&H specifications 1000,1500,1600,1700 & 2300 for Crash Barrier | 42.96 | Cum | |
| 114 | 110 | Vibrated Reinforced Cement Concrete M30 (Design mix) using 20MM ISS graded HBG metal including cost and conveyance of all materials to site including cost of cement at site, including formwork and centering, using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing, concrete working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per MORT&H specifications 1000,1500,1600,1700 &2300 for Approach slab | 48 | Cum | |
| 115 | 111 | Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 2.0 kg per 10 sqm on the prepared on Concrete surface cleaned with mechanical broom. | 503.4 | Sqm | |
| 116 | 112 | Providing and laying Bituminous wearing coat 50 mm Thikness wearing course comprising 50 mm bituminous concrete can be adopted. As per relevant standard specifications MORT&H specifications 2702.1 | 25.17 | Cum | |
| 117 | 113 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. | 67.12 | Cum | |
| 118 | 114 | Providing and fixing with 110 mm dia PVC Pipe extending through the full length of the structure with service of footpath towards drawing foce. Complete as per Drawing and Technical Specifications. | 201.36 | RM | |
| 119 | 115 | Providing and fixing Strip seal joint for fixed ends of simple supported in each spans not exceeding 10 m to cater for complete as per drawing and technical specifications | 42 | RM | |
| 120 | 116 | Supply and apply two coats Paint of a solvent free, high build thixotropic epoxy resin based chemical resistant protective coating system Sikagard 63 or approved equivalent for concrete substrates with a primer coat of a water based, solvent free, odourless, epoxy resin protective coating Sikagard 67 or approved equivalent as directed by the Engineer In charge. | 389.77 | Sqm | |
| 121 | 117 | Sub Total Amount for above all items (excluding GST) | 1 | subtotal |
AI Tender Summary
Tender Timeline
Jul 20, 2021
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 10, 2021
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Aug 10, 2021
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedAug 10, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 11, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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