Ministry Of Road Transport And Highways has published Guduvanchery To Maraimalai Nagar Widening Of 4 - Lane To 8 Lane From Km 38/000 ( Guduvanchery ) To Km 42/000 ( Maraimalai Nagar ) Of Nh45. Submission Date for this Tender is 20-01-2021. Road Work Tenders in Guduvanchery Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 05-Jan-2021 | Amendment - 1 | Other | 20-01-2021 |
| 2 | 06-Jan-2021 | Amendment - 2 | Other | 20-01-2021 |
| 3 | 12-Jan-2021 | Amendment - 3 | Other | 20-01-2021 |
| 4 | 19-Jan-2021 | Amendment - 4 | Other | 20-01-2021 |
| Name of work : Widening of 4 - lane to 8 – lane from Km 38/000 (Guduvanchery) to Km 42/000 (Maraimalai Nagar) of NH45 | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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 304 of MORT&H Rev V | 93450.2 | Cum | |
| 2 | 2 | Construction of Granular Sub-Base Grade V by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORT&H Rev V | 40304.8 | Cum | |
| 3 | 3 | 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 Rev-5 | 38842.7 | Cum | |
| 4 | 4 | Providing and laying PrimeCoat over WMM surface using 7Kg of Emulsion Bitumen(SS1) per10sqm 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 perClause 502 of MORTH Rev-5 | 126768 | Sqm | |
| 5 | 5 | Providing and laying TackCoat over WMM surface(treatedwithprimer) using 2.50Kg of Bitumen Emulsion(RS1) per10 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 Rev-5 | 126768 | Sqm | |
| 6 | 6 | Charges for cutting the BT surface to 5 to 7cm depth using milling machine,conveying the milled waste materials to atleast for 20km distance including hire and running charges for the machine,conveyance charges,unloading at objectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen itemetc complete as per direction of the departmental officers | 68000 | Sqm | |
| 7 | 7 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 Kg/sqm on the prepared bituminous surface cleaned with mechanical broom. | 83731 | Sqm | |
| 8 | 8 | Providing and laying 140mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50- 13.20mm, 0..25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20 Kgs of VG40 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 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 140mm with 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 charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 | 13682.7 | Cum | |
| 9 | 9 | Providing and laying 40mm thick Bituminous concrete with 100-120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder 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, vibratory and tandom rollers to acheieve the desired compaction as per clause 509 of MORT & Hspecifications complete in all respects. | 8368.95 | Cum | |
| 10 | 10 | Filling with Sand including cost and conveyance of Sand to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., | 685.57 | Cum | |
| 11 | 11 | Providing and laying Paver block of approved design M30 grade having thickness of 80mm over the sand filling with super embedded and skid texture design the international standard with zig zag design for higher interlocking capacity rate illusive of cost of materials transportion to the side from the factory including all labour charges for laying shifting compacting with power vibratory and all taxes etc., complete as per standard specification. | 22852.2 | Sqm | |
| 12 | 12 | Providing and laying Hot applied Thermoplastic compound 2.50mm thick including reflectorising Glass Beads @ 250gms 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). | 6438 | Sqm | |
| 13 | 13 | 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.IIIdt 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 | 1954 | Nos | |
| 14 | 14 | 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) | 68 | Nos | |
| 15 | 15 | 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\n | 6 | Nos | |
| 16 | 16 | 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 – 24 m x 1.8 m\n | 6 | Nos | |
| 17 | 17 | 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) (90 cm equilaateral Triangle board without definition board) | 28 | Nos | |
| 18 | 18 | 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) | 7.2 | Sqm | |
| 19 | 19 | 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) | 4 | Nos | |
| 20 | 20 | 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) | 16 | Nos | |
| 21 | 21 | MINOR BRIDGE AT KM 38/4 (SINGLE SPAN OF 8.90m) 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. | 450.07 | Cum | |
| 22 | 22 | Filling with Stone Dust including cost and conveyance of Stone Dust to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete for foundation. | 66.24 | Cum | |
| 23 | 23 | Plain Cement Concrete M15 Nominal/Design 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 | 66.24 | Cum | |
| 24 | 24 | 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 Base Slab | 673.87 | Cum | |
| 25 | 25 | Supply and fabrication of Fe- 500 D/ steel required for all RCC items of works involved In Box Culvert 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-500 D. | 44.95 | MT | |
| 26 | 26 | 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 MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete. | 79.92 | Cum | |
| 27 | 27 | Providing and fixing seepage pipes of 100mm dia. AC 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. | 96 | Nos | |
| 28 | 28 | 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. | 417.6 | Cum | |
| 29 | 29 | Widening of 11 Nos of pipe culvert to Single cell (2mx2m) box culvert at Km 38/6,38/8(i),(ii),38/10(i),(ii),39/4,39/8(i),(ii),39/10,41/2,41/10 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. | 1801.18 | Cum | |
| 30 | 30 | Filling with Stone Dust including cost and conveyance of Stone Dust to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete for foundation. | 419.76 | Cum | |
| 31 | 31 | 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 | 419.76 | Cum | |
| 32 | 32 | 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 Base Slab | 1613.45 | Cum | |
| 33 | 33 | Supply and fabrication of Fe- 500 D/ steel required for all RCC items of works involved In Box Culvert 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-500 D. | 151.82 | MT | |
| 34 | 34 | 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 MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete. | 562.32 | Cum | |
| 35 | 35 | Providing and fixing seepage pipes of 100mm dia. AC 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. | 528 | Nos | |
| 36 | 36 | Filling behind Return Wall & Stone Pitching 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. | 3062.4 | Cum | |
| 37 | 37 | Widening 1 No of Single cell (4mx2m) box culvert at Km 39/8 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. | 218.91 | Cum | |
| 38 | 38 | Filling with Stone Dust including cost and conveyance of Stone Dust to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete for foundation. | 46.08 | Cum | |
| 39 | 39 | 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 | 46.08 | Cum | |
| 40 | 40 | 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 Base Slab | 241.17 | Cum | |
| 41 | 41 | Supply and fabrication of Fe- 500 D/ steel required for all RCC items of works involved In Box Culvert 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-500 D. | 19.94 | MT | |
| 42 | 42 | Providing filter media behind retaining wall with clean III graded material 53mm to 56mm 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 MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete. | 51.12 | Cum | |
| 43 | 43 | Providing and fixing seepage pipes of 100mm dia. AC 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. | 48 | Nos | |
| 44 | 44 | 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. | 278.4 | Cum | |
| 45 | 45 | RETAINING WALL (2 NOSX400M=800M) at km 39/2-39/4 LHS,39/6-40/0 TANK PORTION (SRM) Earth work excavation in all classes of soils such as hard rock requiring blasting and depositing on bank with all leads and lifts as per S S 20B including costof all labour materials, tools, equipments and all incidental chargesand sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavationm back filling, clearing up the site and disposal of all surpls materials etc., complete as per standard specification for FOUNDATION OF Retaining wall (By mechanical means) | 7840 | Cum | |
| 46 | 46 | Vibrated Cement Concrete of Grade M-10, Nominal Mix, 1:3:6 using 40mm ISS 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, etc, complete as per relevant standard specification for BASE COURSE BELOW FOOTINGS OF RCC RETAINING WALLS.-1 Cum. | 392 | Cum | |
| 47 | 47 | Vibrated reinforced cement concrete M30 grade, Design mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, 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 standard specifications for BASE SLAB RETAINING WALLS. -1 Cum (Design Mix) | 2656.5 | Cum | |
| 48 | 48 | Vibrated reinforced cement concrete M30 grade, Design mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, 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 standard specifications for STEM RETAINING WALLS. -1 Cum (Design Mix) (Below Sill Level). | 492.24 | Cum | |
| 49 | 49 | Vibrated reinforced cement concrete M30 grade, Design mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, 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 standard specifications for STEM RETAINING WALLS. -1 Cum (For Estimate (Design Mix) (Above Sill Level). | 1823.5 | Cum | |
| 50 | 50 | Providing and fixing seepage pipes of 100mm dia. AC 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 RETAINING WALLS | 3500 | Nos | |
| 51 | 51 | Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500, conforming to IS:1786-1985, 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 overlaping 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,Fe-500 grade. | 266 | MT | |
| 52 | 52 | 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 MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete. | 2478 | Cum | |
| 53 | 53 | RCC DRAIN CUM FOOT PATH KM 38/0 - 42/0 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 bailng 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, and clearing the site and disposal of all surplus materials, etc; complete as per relevant standard specification | 24192 | CUM | |
| 54 | 54 | 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 relevant standard specifications for Levelling Course. | 1512 | CUM | |
| 55 | 55 | 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 relevant standard specifications. | 9710.61 | CUM | |
| 56 | 56 | 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, | 582.64 | MT | |
| 57 | 57 | 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. | 1440 | NOS | |
| 58 | 58 | Providing and fixing 160mm dia PVC pipe of required length including cost and conveyance of all materials to worksite and labour charges for fixing etc., complete as per MORTH specification. | 7200 | NOS | |
| 59 | 59 | Providing cement concrete by the side of storm water drain at top in 1:2:4 using 20mm metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including labour charges for mixing concrete laying, transporting, tamping, ramming, and plastering with C.M. 1:4 12 mm thick and extra labour charges and all other incidental charges etc. complete as per standard specification. | 432 | Cum | |
| 60 | 60 | FENCING FOR CENTRE MEDIAN and service road divider using tubular railing on steel channel (3900mx 4 sides ) | 15600 | Rm | |
| 61 | 61 | DIVIDER between main carriageway and service road and in center median (3900mx 4 sides ) using PCC M20 grade | 3900 | Cum | |
| 62 | 62 | Dismantling the existing service road center median km -38 / 0 - 42 / 0 | 537 | cum | |
| 63 | 63 | Dismantling the existing drain km -38/0 -42/ 0 | 1597.05 | cum | |
| 64 | 75 | Sub Total Amount for above all items (excluding GST) | 1 | subtotal | |
| 65 | 76 | GST 12% for above SubTotal Amount | 1 | gst |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
