Highways Department-HD has published Tender For Widening From Two Lane To Two Lane With Paved Shoulders And Strengthening At Km 11 / 0 - 17 / 0, 19 / 0 - 23 / 0, 27 / 0 - 28 / 8 Of Sathy - Athani - Bhavani Road ( Sh82 ) In Cluding Reconstruction Of Box . Submission Date for this Tender is 18-10-2023. Drainage Tenders in gobichettipalayam Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Charges for cutting the B.T surface to 5 to 7 cm depth using milling machine, conveying the Milled waste materials to at least for 20 km distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen item etc. complete as per the direction of the departmental officers |
| 2 | Picking the existing BT surface upto 50mm depth as directed bythe departmental officers and collecting the picked up salvagedmetal and stacking the same for reuse and deposting the debris excludingcost of materials including all labour charges for pickig and all othertools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification. (Morth No. 111, 112, 202) |
| 3 | Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer,as per MORTH Specification. For box cutting.(Morth No. 111, 112, 301, 305, 900) |
| 4 | Providing compaction of berms using the box cut earth including all hire and fuel charges for power roller for compaction,water sprinkler,including all labour charges for laying spreding , watering etc., complete as directed by the departmental engineers for making up of low berms Morth No. 111, 112, 301, 305, 900) |
| 5 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401of MORTH Specification- for grading- VMaterial (Morth No. 111, 112, 401, 900) |
| 6 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401of MORTH Specification- for grading- IIIMaterial. (Morth No. 111, 112, 401, 900) |
| 7 | Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification. (Morth No. 111, 112, 406, 900) |
| 8 | Prime coat Providing and applying primer coat with bitumen emulsion(SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification over WMM (Morth No. 111, 112, 501, 502, 900) |
| 9 | Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer (Morth No. 111, 112, 501, 502, 900) |
| 10 | Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over bituminous surfaces (Morth No. 111, 112, 501, 502, 900) |
| 11 | Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder(Viscosity Grade-40) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling as per clause 501.6 and 501.7 to achieve the desired compaction of MoRTH specification clause No.505 Grading I 75mm thick(Morth No. 111, 112, 501, 505, 900) |
| 12 | Bituminous Macadam Providing and laying bituminous macadam with Mini Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 40), transported to site, laid over a previously prepared surfaceusing manual labourto the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504of MORTH Specification - Grading II (Table 500-7) (Morth No. 111, 112, 501, 504, 900, 3004) |
| 13 | Bituminous Concrete (Table500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(Viscosity Grade-40) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II (Morth No. 111, 112, 501, 507,900) |
| 14 | Box culvert. |
| 15 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures 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 of 1000 metres. (Existing Structure PCC) (Morth No. 111, 112, 202) |
| 16 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures 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 of 1000 metres. (Existing Structure RCC) |
| 17 | Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification for foundation.(Morth No. 111, 112, 304) |
| 18 | Vibrated Cement Concrete 1:2:4 Nominal Mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Foundation leveling course (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 19 | Vibrated Reinforced Cement Concrete of Grade M25(Design mix) using ISS hard broken graniite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for wall and top slab of Box culvert. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300,900) |
| 20 | Supply and fabrication of Steel Grade Fe - 500 required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting 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 specification ( 16 mm and Below 16mm Dia)(Morth No. 1000, 1500, 1600, 900) |
| 21 | Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Wing walls BELOW SILL LEVEL.(Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 22 | Vibrated Reinforcedcement concrete grade M30 nominal mix using ISS size HGB graded metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, cincluding all incidental charges etc. complete for wearing coat 75mm uniform thickness over deck slab.(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 23 | PIPE CULVERTS AT KM11/10,14/4,19/6,21/6 & 28/2 |
| 24 | Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and liftsall other incidental chargessuch as shoring, strutting, balling out waterand forming protective bunds, wherever necessary etc., completes as per standard specification for Foundation SS20B (Morth No. 111,112,304) |
| 25 | Vibrated Cement Concrete 1:3:6 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost andformwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for Foundation of culverts(Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 26 | Vibrated Cement Concrete M20 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cement complying to the required standard and specifications including cost andformwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for Body wall of Pipe culverts (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 27 | Vibrated Plain Cement Concrete 1:2:4 Nominalmixusing 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification for footings of abutment and wings - PCC Parapets (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 28 | Supply of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the dapartmental officers etc., complete (Morth No. 2900, 900) |
| 29 | Supply of NP 3 class RCC 900 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the dapartmental officers etc., complete (Morth No. 2900, 900) |
| 30 | Hoisting and fixing of 1000mm dia pipes and collars proper gradient including all labour charges and all other incidental charges etc., complete (Morth No 2904, 2905, 2906) |
| 31 | Hoisting and fixing of 900mm dia pipes and collars proper gradient including all labour charges and all other incidental charges etc., complete (Morth No 2904, 2905, 2906) |
| 32 | Refilling behind body wall using foundation earth including cost and conveyance of of all materials to worksite including labour charges for filling laying compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers inclusive and all other incidental charges etc., complete FOR Pipe Culvert(Morth No. 304, 900) (Labour only) |
| 33 | DRAIN AT KM 16/0 - 16/4 |
| 34 | 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 20 B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavaion back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for foundation of Drain (Morth No. 111, 112, 304) |
| 35 | Vibrated Cement Concrete 1:2:4 (Nominal Mix) using 40mm ISS size HBGmetal including cost and conveyance of all materials to site including cost of cement,centering,soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications as directed by the Engineer for as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 Levelling Course for Drain |
| 36 | VibratedReinforced Cement Concrete of grade M20 DESIGN MIX using ISS size graded HBG metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for Below Sill Level (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 37 | Vibrated reinforced cement concrete grade M25 design mixusing ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges compacting, finishing and curing, including all incidental chargesetc. complete for Base slab Drain wall and Cover slab.(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 38 | Supply and fabrication of Steel Grade Fe-500D required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting 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 specification ( 16 mm and Below 16mm Dia) (Morth No. 1000, 1500, 1600, 900) |
| 39 | Providing and fixing of FRP Gratings of 300 x 150 mm size with M.S flats of 25x10 mm for outer frames, 25x6 mm for inner braces and PVC pipe 150 mm dia fixed with mild steel grating, including cost and conveyance of pipes and gratings and fixing them in position. |
| 40 | Manufacturing, Supplying and fixing of FRC Man holes slab 600 mm diaof 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 Naduincluding loading and unloading and stacking at site including labour charges for fixing in position as per standard spcifications.(50 m Intervals) |
| 41 | Retaining wall at Km 22/4 |
| 42 | Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and liftsall other incidental chargessuch as shoring, strutting, balling out waterand forming protective bunds, wherever necessary etc., completes as per standard specification for Foundation SS20B FOUNDATION OF RETAINING WALLS. (Morth No. 111, 112, 304) |
| 43 | Vibrated Cement Concrete M20 nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost andformwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for Below sill of Retaining wall (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 44 | Vibrated Cement Concrete M20 nominalmix using40mm & below ISS HBGmetal including cost and conveyance of all materials to site, including cement complying to the required standard and specifications including cost andformwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for Body wall of Retaining wall (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 45 | Vibrated Cement Concrete 1:2:4 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost andformwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges etc., complete for Parapet (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 46 | Providing and fixing 110 mm dia PVC sepage pipes of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and conveyance of all materials tto worksite, cost and labour for semisperial backfill arrangements with 100 mm size broken granite stones at the periphery and labour charges for fixing etc. complete to drain the backfill as per standard specification. (Morth No. 2706, 900) |
| 47 | WIDENING MINOR BRIDGE AT KM 27/8 |
| 48 | Earthwork excavation in all classes of soil exceptsoft desigtegrated rock andhard rockrequiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as Bailing 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 etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS, AND WINGS(Morth No. 111, 112, 304) |
| 49 | Up to 0.0m to 2.0m |
| 50 | Earthwork excavation in all classes of soilSDR - (Not Requiring Blasting) Earth work excavating anddepositing on bank with initial lead of 10 m & initial lift of 2m in Soft disintegrated rock, laterite, soft rock or kankar,not requiring blasting.(Morth No. 111, 112, 304) |
| 51 | Vibrated Cement Concrete 1:2:4 Nominal Mix,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 LEVELING COURSE UNDER FOOTINGS(Below sill level) |
| 52 | VibratedCement Concrete M20 (Nominal mix), using 40MM ISS graded HBG graded metal 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,hire charges for tools and plants including all other incidental charges etc., complete, as per MORT&H specifications. ForFootings of abutment, Pier and wings - Below sill level (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 53 | VibratedCement Concrete M20 (Nominal mix), using 40MM ISS graded HBG graded metal 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,hire charges for tools and plants including all other incidental charges etc., complete, as per MORT&H specifications. For abutment, Pier and wings - Above sill level (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 54 | Vibrated reinforced cement concrete grade M30 design mixusing ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges compacting, finishing and curing, including all incidental chargesetc. complete for bed block and dirt wall.(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 55 | Providing and fixing 110 mm dia PVC seepage pipes of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and conveyance of all materials tto worksite, cost and labour for semisperial backfill arrangements with 100 mm size broken granite stones at the periphery and labour charges for fixing etc. complete to drain the backfill as per standard specification.(Morth No. 304, 900) |
| 56 | Providing and fixing kraft paper for full width of seating of deck spab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc. complete. (Morth No. 2600) |
| 57 | Vibrated reinforced cement concrete grade M30 design mixusing ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges compacting, finishing and curing, including all incidental chargesetc. complete for Deck slab.(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 58 | Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick andwell compacted in layerswith smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site includingall labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MoRT&H"s (Roads Wing) specifications for Roads and Bridges " Fifth revision Cl.305-4.4, 309-3.2 and Clause 2504 complete. |
| 59 | Filling behind Abutment and Wing 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 gravelto 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.(Morth No. 304, 900) |
| 60 | Providing and fixing 20mm thick PVC expansion joint including cost and conveyance of expansion joints, Shalimar pad and joint sealants and fixing them position etc.Complete in deck slab over abutment. (Morth No. 2600, 900) |
| 61 | Supply and fabrication of Steel GradeFe 500D required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting 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 specification ( 16 mm and Below 16mm Dia)(Morth No. 1000, 1500, 1600, 900) |
| 62 | Supply and fabrication of Steel GradeFe 500D required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting 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 specification ( 16 mm and Below 16mm Dia)(Morth No. 1000, 1500, 1600, 900) |
| 63 | Vibrated Cement Concrete 1:2:4 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 for base course appoach slab(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 64 | Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS graded metal including cost and conveyance of all Materials to site excluding cost of steel including cost cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., complete as per MORT&H specificationsfor Approach Slab.(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 65 | Vibrated reinforced cement concrete grade M30 design mix using ISS size HGB graded metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, cincluding all incidental charges etc. complete for wearing coat 75mm uniform thickness over deck slab.(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 66 | 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 specificationsfor Crash Barrier over Deckslab.(Morth No. 11000,1500,1600,1700 & 2300, 900) |
| 67 | Vibrated cement concrete 1:2:4 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charge forl aying, compacting, curing all incidental charges etc., complete for Parapet wall(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 68 | 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 (Morth No. 2705,2600, 900) |
| 69 | MINOR BRIDGE AT KM 22/4 |
| 70 | Earthwork excavation in all classes of soil exceptsoft desigtegrated rock andhard rockrequiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as Bailing 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 etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS, AND WINGS (Morth No. 111, 112, 304) |
| 71 | Up to 0.0m to 2.0m |
| 72 | Up to 2.0m to 3.0m |
| 73 | Up to 3.0m to 4.0m |
| 74 | Vibrated Cement Concrete 1:2:4, Nominal Mix,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 LEVELING COURSE UNDER FOOTINGS(Below sill level)(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 75 | VibratedCement Concrete M20 (Nominal mix), using 40MM ISS graded HBG graded metal 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,hire charges for tools and plants including all other incidental charges etc., complete, as per MORT&H specifications. ForFootings of abutment, Pier and wings - Below sill level (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 76 | VibratedCement Concrete M20 (Nominal mix), using 40MM ISS graded HBG graded metal 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,hire charges for tools and plants including all other incidental charges etc., complete, as per MORT&H specifications. For abutment, Pier and wings - Above sill level (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 77 | Vibrated reinforced cement concrete grade M30 design mixusing ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges compacting, finishing and curing, including all incidental chargesetc. complete for bed block and dirt wall.(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 78 | Providing and fixing 110 mm dia PVC seepage pipes of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and conveyance of all materials tto worksite, cost and labour for semisperial backfill arrangements with 100 mm size broken granite stones at the periphery and labour charges for fixing etc. complete to drain the backfill as per standard specification.(Morth No. 304, 900) |
| 79 | Providing and fixing kraft paper for full width of seating of deck spab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc. complete. (Morth No. 2600) |
| 80 | Vibrated reinforced cement concrete grade M30 design mixusing ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges compacting, finishing and curing, including all incidental chargesetc. complete for Deck slab.(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 81 | Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick andwell compacted in layerswith smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site includingall labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MoRT&H"s (Roads Wing) specifications for Roads and Bridges " Fifth revision Cl.305-4.4, 309-3.2 and Clause 2504 complete. |
| 82 | Filling behind Abutment and Wing 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 gravelto 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.(Morth No. 304, 900) |
| 83 | Providing and fixing 20mm thick PVC expansion joint including cost and conveyance of expansion joints, Shalimar pad and joint sealants and fixing them position etc.Complete in deck slab over abutment. (Morth No. 2600, 900) |
| 84 | Supply and fabrication of Steel GradeFe 500D required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting 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 specification ( 16 mm and Below 16mm Dia)(Morth No. 1000, 1500, 1600, 900) |
| 85 | Supply and fabrication of Steel GradeFe 500D required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting 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 specification ( 16 mm and Below 16mm Dia)(Morth No. 1000, 1500, 1600, 900) |
| 86 | Vibrated Cement Concrete 1:2:4 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 for base course appoach slab(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 87 | Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS graded metal including cost and conveyance of all Materials to site excluding cost of steel including cost cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., complete as per MORT&H specificationsfor Approach Slab.(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 88 | Vibrated reinforced cement concrete grade M30 design mix using ISS size HGB graded metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, cincluding all incidental charges etc. complete for wearing coat 75mm uniform thickness over deck slab.(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 89 | 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 specificationsfor Crash Barrier over Deckslab.(Morth No. 11000,1500,1600,1700 & 2300, 900) |
| 90 | Vibrated cement concrete 1:2:4 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charge forl aying, compacting, curing all incidental charges etc., complete for Parapet wall(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900) |
| 91 | 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 (Morth No. 2705,2600, 900) |
| 92 | Providing and fixing 160mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications (Morth No. 2706, 900) |
| 93 | Painting two coats with Ready mix plastic enamel paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts over cement surface |
| 94 | Dismantling Culverts,bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification for PCC work (Morth No. 111, 112, 202) |
| 95 | DIVERSION ROAD AT KM22/4 |
| 96 | Excavation includuing removal and satisfactory disposal of all materials necessary for construction of roadway and side Drains in accordance with the specfications and lines , grades and cross sections shown in the drawings or as indicated by the Engineer. For diversion road using carted earth average lead of 1km including consolidation for 97% Compaction (Morth No. 111, 112, 301, 305,900) |
| 97 | Excavation includuing removal and satisfactory disposal of all materials necessary for construction of roadway and side Drains in accordance with the specfications and lines , grades and cross sections shown in the drawings or as indicated by the Engineer. For diversion road using carted earth average lead of 1km including consolidation for 100% Compaction (Morth No. 111, 112, 301, 305,900) |
| 98 | Providing laying and compacting Close graded premix carpet 20mm thick with a liauid seal coat which is shall consist of open graded carpet of 20mm thickness in a single course composed of suitable small sized aggregated premixed with bituminous binder with application of lquid seal coat for sealing the viods in a bituminous surface conforming to the specifications. (Morth No. 111, 112, 501, 502, 900) |
| 99 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 100 | Basic cost of value put to tender as per estimate |
| 101 | Add GST at 18% |
| 102 | Total Value put to Tender |
| 103 | Differnce Amount (Excess/less) |
| 104 | Quoted Amount (Basic Rate Only) |
| 105 | Add GST at 18% of Quoted Amount |
| 106 | Total Value of Quoted Amount including 18% of GST |
| 107 | Basic cost of value put to tender as per Estimate |
| 108 | Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST ) |
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