TN.36/Sl.No.10/KPM Div/CRIDP 2024-25

Amount

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 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 as per relevant standard specifation, for PILE CAPS UNDER ABUTMENTS AND PIERS FOR FOUNDATION as per section 300 of MORT&H Specifications (V Revision).

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).

Providing reinforced cement concrete cast-in-situ bored piles of 1000mm diameter in RCC using M35 (Design mix) using 20 mm ISS HBG metal 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).

Cement concrete M15 (Nominal mix) using 40mm ISS metal 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).

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS metal including cost and conveyance of all materials to site excluding cost of steel and including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, 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 PILECAPS UNDER ABUTMENTS AND PIERS as per section 1100,1500 & 1700 of MORT&H Specifications (V Revision).

Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG metal 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 ABUTMENTS AND RETURNS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision).

Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG metal 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 BED BLOCK CUM DIRTWALL OVER ABUTMENTS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision)

Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG metal 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 CIRCULAR PIERS (1800mm dia) as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision).

Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG metal 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 CAPPING BEAM OVER COLUMN PIERS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision).

Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG metal 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 PEDESTALS OVER CAPPING BEAMS AND BED BLOCKS as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision).

Supplying and Fixing of ELASTOMERIC BEARING as shown in 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 specification (V Revision)

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal, 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, vibration charges,working at at heights , soft water and hire chargesfor 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 specification (V Revision)

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal 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 as per cl 1500,1700 & 2300 of MORT&H specification (V Revision) for DECK SLAB, KERB AND FOOTPATH

Vibrated Reinforced CementConcrete M30 (Design mix) using 20 mm ISS HBG graded metal, 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 HANDRAILS AND POSTS as per cl 2703.3 of MORT&H specification (V Revision)

Vibrated Reinforced CementConcrete M40 (Design mix) using 20 mm ISS HBG graded metal, 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 INNER CRASH BARRIER OVER DECK SLAB & OUTER CRASH BARRIER OVER RETURN WALLS as per cl 811, 1700 & 2703.3 of MORT&H specification (V Revision)

Providing and fixing of G.I 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 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 cl 2705 of MORT&H specification (V Revision)

Vibrated Cement Concrete M15 ( Nominal mix ) using 40mm ISS HBG metal , 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,as per cl 1500, 1700 & 2704 of MORT&H specification (V Revision) For BASE COURSE Below Approach Slab and Footpath Ramp.

Vibrated reinforced Cement Concrete M30 (Design mix) using 20 mm ISS HBG graded metal, 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, laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for APPROACH SLAB as per cl 1500, 1700 & 2704 of MORT&H specification (V Revision).

Vibrated reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal, 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, laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for FOOTPATH RAMP as per cl 1500, 1700 & 2704 of MORT&H specification (V Revision).

Vibrated Cement Concrete M30 (Design mix) using 20mm,12mm, 6mm ISS HBG graded Metal, including cost and conveyance of all materials to work site including 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 cl 2702.2 of MORT&H specification (V Revision).

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 lablour ,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).

Providing weep holes with CLASS I PVC 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 cl 2706 of MORT&H specification (V Revision)

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.

Filling behind Abutments and returns 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 and lifts for water and all other incidental charges, etc., complete as per Cl.710.1.4 & Appendix-6 of IRC:78-2014.

Supply and fabrication of Fe-500D (HYSD) 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 cl 1009.3 & 1600 of MORT&H specification (V Revision).

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 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 cl 1009.3 & 1600 of MORT&H specification (V Revision)

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 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 as per relevant standard specifation, for for Dressing the Bed up to Sill Level..

sub work: Construction of RCC and PCC retaing wall along A1,A2 and Bridge approach portion (i). RCC 7.8 m height (ii) RCC 5.00 to 4.00 m height (iii) PCC 3.00m height (iv) PCC retaining wall 3.00 to 1.50m height

Earth work Excavation in all classes of soils except hard rock not 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, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Retaining wall

RCC 7.8 m height

RCC 5.00 to 4.00 m height

PCC 3.00m height

PCC retaining wall 3.00 to 1.50m height

Plain Cement Concrete of grade M15 Nominal Mix using 40mm 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 and including all other incidental charges etc; complete as per relevant standard specifications, for LEVELLING COURSE.Under footing as per 2100 of MORT&H Specficaton

RCC 7.8 m height

RCC 5.00 to 4.00 m height

PCC 3.00m height

PCC retaining wall 3.00 to 1.50m height

Vibrated Reinforced Cement Concrete of grade M30 Design Mix 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 and including all other incidental charges etc; complete as per relevant standard specifications, for RETAINING WALLS FOOTING FOR BELOW GROUND LEVEL. as per Section 1500,1700 & 2200 of MORT&H Specficaton

RCC 7.8 m height

RCC 5.00 to 4.00 m height

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 for RETAINING WALLS FOOTTING FOR BELOW GROUND LEVEL. as per Section 1500,1700 & 2200 of MORT&H Specficaton

PCC 3.00m height

PCC retaining wall 3.00 to 1.50m height

Vibrated REINFORCED Cement Concrete of grade M30 Design Mix 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 and including all other incidental charges etc; complete as per relevant standard specifications, for RETAINING WALLS FOR ABOVE GROUND LEVEL. as per Section 1500,1700 & 2200 of MORT&H Specficaton

RCC 7.8 m height

RCC 5.00 to 4.00 m height

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 for RETAINING WALLS FOR ABOVE GROUND LEVEL. as per Section 1500,1700 & 2200 of MORT&H Specficaton

PCC 3.00m height

PCC retaining wall 3.00 to 1.50m height

Supply and fabrication of STEEL grade Fe500 D for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.

RCC 7.8 m height

RCC 5.00 to 4.00 m height

Providing FILTER MEDIA behind abutments and return walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite and including labour charges and all other incidental charges etc.,complete.

RCC 7.8 m height

RCC 5.00 to 4.00 m height

PCC 3.00m height

PCC retaining wall 3.00 to 1.50m height

Providing and fixing Class I PVC seepage pipes of 100mm 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 backfill as per section 2706 of MORTH specification (Rev- V)

RCC 7.8 m height

RCC 5.00 to 4.00 m height

PCC 3.00m height

PCC retaining wall 3.00 to 1.50m height

Vibrated Cement Concrete M-20, Grade, using 40 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including 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 PCC PARAPET OVER Retaining Wall. as per Section 811,1700 & 2703.3 of MORT&H Specficaton

RCC 7.8 m height

RCC 5.00 to 4.00 m height

PCC 3.00m height

PCC retaining wall 3.00 to 1.50m height

sub work: Forming Approach Road for the work of Construction of High Level Bridge in between Neyyadupakkam – Ilayanar Vellore Village across Cheyyar river

Excavation including removal and satrisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the engineer using Carted earth or formation of approach road for BOX CUTTING.

Excavation including removal and satrisfactory disposal of all materials necessary for the construction fof road way and side drains in accordance with specificatios and the lines, grades and cross sections in the drawings or as indicated by the Engineer using Carted Earth with a lead of 10 km for formation of Approach road for 97% COMPACTION.

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 soil compactor to achieve the desired density, complete as per clause 401 -for grading- V Material

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including pre mixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in SubBase/Base course 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

Providing and laying Prime Coat over WBM/ 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 502 of MORTH Rev-5

Providing and laying Tack Coat over WBM/ 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, entals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5

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 504 of MORTH Rev-5 -Grade-II

Providing and laying Bituminous Concrete to 30/40mm 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 VG30 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 nd cross sections and consolidated by 8-10 tonne Pneumatic Roller to the required density etc., ncluding labour for attending to paver to site etc., including hire charges and fuel charges for 20- 0 t CMP with bitumen boiler, tipper trucks, paver finisher hydrostatic (more than 5m width), Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 Grading II

Calculation of SubTotal, GST and Total carried out by system automatically

Sub Total Amount for above all items

GST 18% for the above SubTotal Amount

M RAJKUMAR CIVIL ENGINEERING PRIVATE LIMITED (BID ID -1212583)