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| 1 | 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 perclause No. 111, 112, 202 of MORTH vth Revision Dismantling Plain Cement Concrete |
| 2 | Earth work excavation in all classes of soils and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water,shoring, Strutting, walling and forming protective bunds wherever necessary etc., complete as per relevant standard specification for DRESSING THE BED UPTO SILL as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision |
| 3 | Earth work excavation in all classes of soils, rock not requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water , Providing and maintaining necessary cofferdams sheeting,shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete for PILE CAP UNDER PIERS AND ABUTMENTS FOR FOUNDATION as per section 300 of MORT&H Specifications (V revision) |
| 4 | Providing and driving in position permanet M.S liners for piles from bottom of pile cap as per CL 709.1.4 of IRC 78 2014 (upto the maximum scour level for estimate purpose) including cost of linear and fabricating, welded construction with consumable, labour and plants and driving MS Liners 6mm thick to be left permanently with the piles shaft as per requirement and as per standard specification and placing them in position with all leads and lifts etc. complete as per section 1100 & 1600 of MORT&H specification (V Revision) |
| 5 | Providing Reinforced Cement Concrete cast-in-situ bored piles of 1000mm diameter in RCC M35(Design mix) using 20 mm ISSHBG metal with minimum cement content of 400 kg per cu. m maximum water cement ratio of 0.4and slump of 150 - 200 mmby tremieconcretingincluding cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and placing it in position before concretingsetting up of piling equipment, shifting the same from one pile location to another pile locationdismantling and including all labour for boring through rock, leading the excavatedearth to a distance 200 m including forming of working platform over the river bed for accomadating piling equipment forming approaches to the working platform, mixing concrete, filling it in position by tremie pipe, cutting of pile head to cut-off level for castingpilecap, including diversion of water course if necessary and all other incidental charges etc.,complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILES BELOWPIERSAND ABUTMENTS as per Section 1100 & 1700 of MORT&H Specification (V Revision) |
| 6 | Plain Cement Concrete M-15, (Nominal mix ) using 40mm ISS HBG metalincluding cost and conveyance of all materials to siteand cost cement at site including portable water, labour charges for mixing, transporting, laying campactingand curing concrete, Tools and Plants and incidental charges such as bailing out water ,maintaining of protectivebunds,cofferdams,shoring,structting etc, complete as per relevant standard specification for LEVELLING COURSE BELOWPILECAPS OF PIERS AND ABUTMENT AS PER SECTION 1100 OF MORT&H Specifications (FifthRevision). |
| 7 | VibratedReinforced Cement Concrete of grade M35 [Design mix] using 20mm ISS HBGgradedmetal including cost and conveyance of all materials to site excluding cost ofsteel but including cost of formwork, soft water, labour charges for mixing, transporting, laying,curing concrete , working at depths , hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, structting etc, complete as per relevant standard specification for PILE CAPS UNDER PIERS AND ABUTMENTS as per section 1100,1500 & 1700 of Morth &(H) Secification (FifthRevision). |
| 8 | VibratedReinforced Cement Concrete of grade M35 [Design mix] using 20mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost ofsteel but including cost of formwork, soft water, labour charges for mixing, transporting, laying,curing concrete , working at depths , hire charges for tools and plants including all other incidental charges such as bailing out water,Vmaintaining of protective bunds,cofferdams, shoring, structting etc, complete as per relevant standard specification for SUBSTRUCTURE OF ABUTMENT AND RETURNS as per section 2200,1500 & 1700 of Morth &(H) Secification (FifthRevision). |
| 9 | Vibrated Reinforced cement concrete of grade M-35 , (Design Mix), using 20 mm ISS HBGgraded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost of fabrication of steel but including cost of formwork,labour charges for mixing, transporting, laying,curing concrete , working at depths , hire charges for tools and plants including all other incidental charges,etc.., complete for BED BLOCK CUM DIRT WALL & PEDESTALS OVER ABUTMENTSas per clause 1000, 1500, 1600, 1700, 2100, 2200 & 2300 of MORTH Vth Revision |
| 10 | Vibrated Reinforced cement concrete of grade M-35 , (Design Mix), using 20 mm ISS HBGgraded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost of fabrication of steel but including cost of formwork,labour charges for mixing, transporting, laying,curing concrete , working at depths , hire charges for tools and plants including all other incidental charges,etc.., complete for CIRCULAR PIERS (1500mm dia) as per section 1500, 1700 & 2200 of MMORT&H specification (V Revision) |
| 11 | Vibrated reinforced cement concrete M35 grade, (Design Mix), using 20mm ISS HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work , labour charges for mixing, transporting, laying, curing concrete, working at heights,portable water, hire charges for tools and plants, including all other incidental charges, etc.,complete for CAPPING BEAM AND PEDESTAL OVER PIERS as per setions 1500,1700 & 2200 of Morth Specfications. (fifth Revision). |
| 12 | Providing and fixing of ELASTOMERIC BEARING of size 500x300x80mm including cost and conveyance to work site labour for fixing the bearing in position and all other incidental charges etc., complete as per section 2000 of morth specification (V revision) and IRC : 83-2015 (Part-II). |
| 13 | Vibrated reinforced cement concrete M-35 Grade, Design Mix, using 20mm ISS HBG metal including cost and conveyance of all materials to site and cement at site excluding cost and Fabrication of steel butincluding form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, portable water ,hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for T.BEAMS AND CROSS BEAMSas per sections 1500,1700 & 2300 of morth specicifations(fifth Revision) |
| 14 | Vibrated reinforced cement concrete M-35 Grade, Design Mix, using 20mm ISSHBGmetal including cost and conveyance of all materials to site and cement at site excluding cost and Fabrication of steel butincluding form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, portable water ,hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for DECK SLAB, KERB AND SAFETY KERB as per sections 1500,1700 & 2300 of morth specicifations(fifth Revision) |
| 15 | Vibrated reinforced cement concrete M-40 Grade, Design Mix, using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and Fabrication of steel butincluding form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, portable water ,hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for CRASH BARRIER as per sections 811,1700 & 2703.3 of morth specicifations(fifth Revision) |
| 16 | Providing and fixingof G.I Drainage spouts 100mm dia as per GOI drawing SD/205 with grating arrrangments at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing,including cost and conveyance of Galvansied iron pipes and flats and fixing them in position etc., complete as per section 2705 of morth specifications (fifth Revision) |
| 17 | Supplying and installation ofSTRIP SEAL EXPANSION joint system conforming to specifications for Road and Bridge Works Published by Ministry of Surface Transport (Roads Wing) in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly, including cost and conveyance of all materials, cost of testing as per the MORTH specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects, as persection 2600 of Mort &h Specification (Fifth Revision) over Abutments |
| 18 | Vibrated Cement concrete of grade M15 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Base course of approach slab as per clause as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision |
| 19 | Vibrated reinforced cement concrete M-35 Grade, Design Mix, using 20mm ISSHBGmetal including cost and conveyance of all materials to site and cement at site excluding cost and Fabrication of steel butincluding form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, portable water ,hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for SAFETY KERB RAMP as per sections 1500 & 1700 of morth specicifations(fifth Revision) |
| 20 | VibratedReinforced Cement Concrete of grade M30 [Design mix] using 20mm ISS HBG graded metal including cost and conveyance of all materialsto site and also including cost and fabrication of steel includin cost of form work, labour charges mixing,transporting, layingand curing concrete , working at heights, soft water andhire charges for Tools and plants including all other incidental charges, etc, complete, forApproach Slabas per section 1500, 1700 & 2704of Mort &H Specifications (V Revision). |
| 21 | Vibrated Cement Concrete of grade M30 [Design mix] using 75mm uniform thick with surface reinforcement confirming to section 2702.20 of MORT&H 5th revision using ISS HBG graded metal,including cost and conveyance of all materialsto site including cement at site , including all labour charges for mixing concrete, laying,hire charges for Tools and plants compacting, curing with all leads for portable waer, incuding all other incidental charges formwork, etc., complete complete, forWEARING COAT over DECK SLAB AND APPROACH SLAB as per section cl.2702.2 of MORT &H Specifications ( V Revision). |
| 22 | Providing and fixing CLASS 1 PVCSEEPAGE PIPES of 100mm dia.ofof requied lengths for abutments and Return walls including cost and conveyance of all materials to work site, and labour charges for fixing, etc, complete to drain the backfill as per section 2706 of Mort &h Speecifications ( V Revisin). |
| 23 | Providing FILTER MEDIA behind the abutments and Returns for 600mm thickness using filter material confirming to cl.309.3.2.B of MORT&H well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges, etc complete as per Cl.710,1.4 & Appendix 6 of IRC 78-2014. |
| 24 | Filling behind Abutments and Returnsas per Appendix 6 of IRC: 78-2014 with clean gritty free draining material including cost and draining material having Phi value more than 350 conveyance of material 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 othe incidental charges etc., complete as per Cl.710.1.4 & Appendix -6 of IRC : 78-2014 & Cl.305 of mort & (H) Specifications (Fifth Revision). |
| 25 | Supply and Fabrication ofFe-500D, grade steelrequired for all RCC items of works involved in the schedule , including 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 providing to the reinforcement 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 section 1600 of morth specifications (fifth Revision) |
| 26 | Supply and fabrication of Fe-240 steel requiredin the schedule including cost of steel at siteand cost offabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and providing to the reinforcement, 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 section 2706 of MORT&H specification (V Revision) |
| 27 | Supply and fixing of High Quality of PVC pipes 160mm dia including cost and conveyance of pipes to the site and fixing in position to proper grade and level ,including labor charges for fixing and including all other incidental charges etc complete.,for Providing Utility services in Footpath. |
| 28 | Providing and laying of Gravel including cost and conveyance of the same to work site from approved quarry including stacking the same to departemental gauge for remeasurement including all labour charges for laying, spreading, including all hire and fuel charges for power roller for compaction, etc., complete and as directed by the departmental engineers for making up of embankment as directed by the departmental officers etc.,complete as per section 305 of MORT&H specification (V Revision) |
| 29 | Approach Road - 97% COMPACTION |
| 30 | Approach Road - 100% COMPACTION |
| 31 | Diversion Road - 97% COMPACTION |
| 32 | Diversion Road - 100% COMPACTION |
| 33 | Construction of granular sub-base by providing close graded Material,mixing in a mechanical mixplant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 111, 112, 401 & 900 of MORTH Vth Revision etc., complete - for Grading- V Material |
| 34 | Approach Road |
| 35 | Diversion Road |
| 36 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam of specifiedthickness, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 406 & 900 of MORTH Vth Revision |
| 37 | Approach Road |
| 38 | Diversion Road |
| 39 | Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 501, 502 & 900 of MORTH Vth Revision |
| 40 | Approach Road |
| 41 | Diversion Road |
| 42 | Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision |
| 43 | Approach Road |
| 44 | Diversion Road |
| 45 | Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision |
| 46 | Approach Road |
| 47 | Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 111, 112, 501, 504 & 900 of MORTH Vth Revision- Grading II (Table 500-7) |
| 48 | Approach Road |
| 49 | Diversion Road |
| 50 | Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG 30 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 paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as perclause No. 111, 112, 501, 507 & 900 of MORTH vth Revision |
| 51 | Approach Road |
| 52 | Diversion Road |
| 53 | Earth Work excavation in all classes of soil except hard rock not requiring blasting and deposting 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, bracing and their subsequent removal of all logs,stumps and other deleteriuos matter and obstructions,trimming of bottom of excavation,backfilling and clearing the site and disposal of all surplus materialsetc.,complete as per standard specification for Foundation of Culvert and Retaining Wall as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision |
| 54 | For Diversion Road |
| 55 | For PCC Retaining wall |
| 56 | Vibrated Cement concrete of grade M15 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for foundation of Body wall as per clause as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision |
| 57 | For Diversion Road |
| 58 | For PCC Retaining wall |
| 59 | Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost 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 etc., complete as per relevent standard specification forstem of Retaining wall as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision |
| 60 | For Diversion Road |
| 61 | For PCC Retaining wall |
| 62 | Providing and fixing Class I PVC seepage pipes of 110mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the back fill as per section 2706 of MORTH specification (Rev- V) |
| 63 | For PCC Retaining wall |
| 64 | Supply of NP3 class RCC 900mm dia hume pipes of 2.50m length confirming to IS458/1989 cost of pipes including all other incidental charges , testing charges, including Loading and Unloading charges, transport and delivery in good condition at work site as directed by the departmental officers etc., completeas per clause 1013,2900 & 2911 of MORTH Vth Revision |
| 65 | For Diversion Road |
| 66 | Hoisting and fixing of 900 mm dia pipes to proper gradient including all labour charges and allother incidental charges etc.,completeas per clause 2905 & 2906 of MORTH Vth Revision |
| 67 | For Diversion Road |
| 68 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 69 | Basic cost of value put to tender as per estimate |
| 70 | Add GST at 18% |
| 71 | Total Value put to Tender |
| 72 | Negotiated Percentage |
| 73 | Final Negotiated Value |
| 74 | Add GST at 18% of Final Negotiated Value |
| 75 | Total Value of Contract Including 18% of GST |
| 76 | Basic cost of value put to tender as per Estimate |
| 77 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
