|
| 1 | Bridge Work |
| 2 | Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank,with all leads and lifts as per SS 20B, Including cost of all labour, equipments and all providing and maintaining necessary cofferdams sheeting, shoring, bracing,and their other incidental charges such as bailing out water, 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 as per relevant standard specifation, for PILE CAPS UNDER ABUTMENTS AND PIERS FOR FOUNDATION as per section 300 of MORT&H Specifications (Fifth Revision) and as per Cl. 4.2.5.1 of IS: 1200 (Part 1) - 1992.) |
| 3 | Providing and driving in position permanent MS liners for piles from bottom of pile cap as per cl.709.1.4 of IRC 78-2014 including cost of liners and fabricating, welded construction with consumable, labour and plants and driving MS liners 6mm thick to be left permanently with the pile shaft as per requirment 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 Specifications (V Revision). |
| 4 | Providing reinforced cement concrete cast-in-situ bored piles of 1200mm diameter in RCC using M35 (Design mix) using 20 mm ISS HBG metal, using M sand with minimum cement content of 400 kg per cu. m maximum water cement ratio of 0.4 and slump of 150 - 200 mm by tremie concreting including 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 concreting setting up of piling equipment, shifting the same from one pile location to another pile location dismantling and including all labour for boring through all soils, leading the excavated earth 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 position by tremie pipe, cutting of pile head to cut-off level for casting pilecap, 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 BELOW ABUTMENTS AND PIERS as per section 1100 & 1700 of MORT&H Specifications (V Revision). |
| 5 | Cement concrete M15 (Nominal mix 1:2:4) using 40mm ISS metal, using M sand including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, struting etc; complete as per relevant standard specification, for LEVELLING COURSE BELOW PILECAP as per section 1100 of MORT&H Specifications (V Revision). |
| 6 | Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS metal, using M sand including cost and conveyance of all materials to site excluding cost of steel and fabrication 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 bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc.,complete, as per relevant standard specification, for PILECAPS UNDER ABUTMENTS, RETURNS AND PIERS as per section 1100,1500 & 1700 of MORT&H Specifications (V Revision). |
| 7 | Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG metal, using M sand including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges, etc., complete for ABUTMENT AND RETURNS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision). |
| 8 | Vibrated reinforced CementConcrete M35 (Design mix) using 20 mm ISS metal, using M sand including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for BED BLOCK CUM DIRTWALL OVER ABUTMENTS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision). |
| 9 | Vibrated reinforced CementConcrete M35 (Design mix) using 20 mm ISS metal, using M sand including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for CIRCULAR PIERS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision). |
| 10 | Vibrated reinforced CementConcrete M35 (Design mix) using 20 mm ISS metal, using M sand including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of formwork labour charges for mixing transporting, laying, curing concrete, working at heights, soft water, hire charges CAPPING BEAMS OVER COLUMN PIERS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision). |
| 11 | Vibrated reinforced CementConcrete M35 (Design mix) using 20 mm ISS metal, using M sand including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of formwork labour charges for mixing transporting, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for PEDESTALS OVER CAPPING BEAMS AND BED BLOCKS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision). |
| 12 | Supplying and fixing of Elastomeric bearing of size 40X25X6.6cm as shown in the drawing 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 MORT&H Specifications (VRevision) and IRC:83-2015(Part-II). |
| 13 | Vibrated reinforced CementConcrete M35 (Design mix) using 20 mm ISS metal, using M sand including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing transporting, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard spectification for T-BEAMS and CROSS BEAMS as per section 1500,1700 &2300 of MORT&H Specifications (V Revision). |
| 14 | Vibrated reinforced CementConcrete M35 (Design mix) using 20mm ISS HBG metal, using M sand including cost and conveyance of all materials to site and cost of cement at site,but excluding cost and fabrication of steel reinforcement but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working fabrication of steel but including at heights, soft water, hire charges for tools and plants, including all other incidental charges, includinginspection chamber, inclusive of 150mm ducts and other accessories of footpath etc., complete for DECK SLAB AND KERB & FOOTPATH as per section 1500, 1700 and 2300 of MORT&H Specifications (V Revision). |
| 15 | Vibrated reinforced Cement Concrete M40 (Design mix) using 20 mm ISS metal, using M sand including cost and conveyance of all materials to site and cost of cement at site,but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing ,transporting, laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for CRASH BARRIER as per section 811,1700 &2703.3 of MORT&H Specifications(V Revision) |
| 16 | Providing and fixing of G.I. Drainage spouts 100mm dia asper GOI drawing SD/205 with grating arrangements 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 Galvanised Iron pipes and flats and fixing them in position, etc.,.complete as per section 2705 of MORT&H Specifications (V Revision). |
| 17 | Vibrated Cement Concrete M15 (Nominal mix 1:2:4) using 40mm ISS metal,using M sand including cost and conveyance of all materials to site and cost of cement at site,including all lablour charges for mixing Concrete, laying, hire charges for Tools and plants , compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete,For For SAFETY KERB RAMP NEAR APPROACH SLAB, BASE COURSE BELOW APPROACH SLAB AND SAFETY KERB RAMP as per section 1500, 1700 & 2704 of MORT&H Specifications (V Revision) |
| 18 | Vibrated reinforced CementConcrete M30 (Design mix) using 20 mm ISS metal, using M sand including cost and conveyance of all materials to site and cost of cement at site,but excluding cost and fabrication of steel but including labour charges for mixing , and Plants, including all other incidental charges, etc., complete For APPROACH SLABS as per section 1500,1700 &2704 of MORT&H Specifications (V Revision). |
| 19 | Vibrated Reinforced Cement Concrete M30 (Design mix) 75mm thick using 25mm, 12mm, 6mm ISS HBG metal, using M sand including cost and conveyance of all materials to work site including cement at site excluding cost and fabrication of steel reinforcement but including all labour charges for mixing concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for softwater, including all other incidental charges formwork, cost of premoulded expansion joints and fixing the same in position etc, complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB as per section 2702.2 of MORT&H-REV- 5) |
| 20 | Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specifications for Road and Bridge Works _ V th Revision:2013 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 MORT&H specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per specifications as per section 2600 of MORT&H Specifications (V Revision). |
| 21 | Providing and fixing PVC seepage pipes of 100 mm dia of required lengths for abutments and wings including costs 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 Specifications (V Revision). |
| 22 | Providing FILTER MEDIA behind Abutment and wings for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H-rev-5 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. |
| 23 | Filling behind Abutments and returns with clean gritty free draining gravel including cost of 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 and lifts for water and all other incidental charges, etc., complete as per Cl.710.1.4 & Appendix-6 of IRC:78-2014. |
| 24 | Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and 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 MORT&H Specifications (V Revision). |
| 25 | Supply and fabrication of Fe-240 steel required in the schedule including cost of steel at site cost of providing and cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills including over lapping 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 MORT&H Specifications (V Revision). |
| 26 | Supply and fixing of High Quality PVC pipes of 160mm dia.Including cost and conveyance of pipes to the site and fixing in position to proper grade and level,including labour charges for fixing and including all other incidental charges etc complete.,for providing utility services in footpaths. |
| 27 | Retaining Wall |
| 28 | 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 FOR FOUNDATION OF RETAINING WALL |
| 29 | Cement Concrete of grade M15 (nominal mix ) using 40mm HBG metal, using M sand including cost and conveyance of all materials to site and 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 relevent standard specification for Levelling course of Retaining wall |
| 30 | Vibrated Reinforced cement concrete M25 design mix using ISS graded hard granite crushed stone and using M sand including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering, soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing, working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per specification for Retaining wall Below Sill level |
| 31 | Vibrated Reinforced cement concrete M25 design mix using ISS graded hard granite crushed stone with using Msand including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including formwork and centering, soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing, working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per specification for Retaining wall Above Sill level |
| 32 | Vibrated Cement Concrete of grade M20 (nominal mix 1:1.5:3) 20mm HBG metal using M-sandincluding cost and conveyance of all materials to site and 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 suchas maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification forpillar parapet |
| 33 | Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule including cost of steel at site including cost of fabrication, labour charges for cleaning the rods strengthening, 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. |
| 34 | Providing and fixing seepage pipes of 110mm PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to worksite, cost and labour for 900mm dia semi-spherical backfill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., complete as per drain the backfill -1 No. |
| 35 | Refilling/spreading with available Excavated Earth for filling inlayers, not exceeding limits including inluding power roller compaction includingall labour charges and incidental charges etc., complete and in accordance with standard specifications as per MORTH Vth Rev., 305 & 2907 for Behind retaining wall |
| 36 | Approach Road |
| 37 | Providing and laying, Compacting spreading of well graded material to the required thickness including cost and conveyance of well graded material according to the lines, Grades and crosssection shown in the figure from approved quarry to work site including spreading watering with all leads and water compacting with soft good potable water tamping compaction by manual labour and all other incidental charges etc., complete as per standard specification. Gravel soling as sub grade |
| 38 | 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 401 - for Grading V Material. as per MORT&H Rev. V specifications No.111, 112, 401, 900. |
| 39 | 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 401 - for Grading III Material. as per MORT&H Rev. V specifications No.111, 112, 401, 900. |
| 40 | 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) .as per MORT&H Rev.-V specifications No.111. 112. 406. 900. |
| 41 | Providing and applying prime 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 - over WMM .as per MORT&H Rev. V specifications No.111, 112, 502, 900. |
| 42 | 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 preparedgranular surface treated with primer cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer.as per MORT&H Rev. V specifications No.111, 112, 503, 900. |
| 43 | Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade-30), transported to site, laid over a previously prepared surface with paver finisher to 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 504 and in accordance with standard specifications for Grading II as per MORTH Vth Rev. 111, 112, 504 & 900 |
| 44 | Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF 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 with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORT&H Rev. V specifications No.111, 112, 507, 900. |
| 45 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 46 | Basic cost of value put to tender as per estimate |
| 47 | Add GST at 18% |
| 48 | Total Value put to Tender |
| 49 | Quoted Percentage |
| 50 | Quoted Value |
| 51 | Add GST at 18% of Final Quoted Value |
| 52 | Total Value of Contract Including 18% of GST |
| 53 | Basic cost of value put to tender as per Estimate |
| 54 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
| 55 | Quoted Rate in Words |
