TN No 40 2023 24 HDO Dt 30 11 23 VLR HLB

Amount

[Main Estimate - Bridge Proper] 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. MORTH No. 111, 112, 304 for DRESSING THE BED UPTO SILL LEVEL.

Earth work 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 such as bailing out water providing and maintaining necessary coffer dam, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification No.304 of MORTH for FOUNDATION OF PILECAP UNDER ABUTMENTS AND PIERS.

Providing and driving in position permanent M.S liner including cost and conveyance to the site and fabrication charges and tools and plants and driving M.S 6mm thick liner to be left permanently with the pile shaft as per the requirement and as per the specifications and placing from the bottom with all leads and lifts using 6mm M.S sheet etc., complete.

Reinforced cement concrete cast-in-situ bored piles of 1200 mm diameter M-35 grade Design Mix using 20mm & below ISS size graded HBG metal with minimum cement content of 400kg per cu.m maximum water cement ratio of 0.4 and slump of 150 - 200mm by tremie concreting including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel including placing of reinforcement in position, concreting, including all labour charges for driving or boring, mobilisation of piling equipment and other accesssories required for driving the pile, cost of Bentonite solution and the temporary liners, chiselling and including forming of working platform over the river bed for accommodating piling eqipments including working platform, cost of test piles both initial and routine test for vertical loads and horizontal loads, forming approaches to the working platform, mixing concrete, filling it in position, compacting, cutting of pile head to cut off level for the casting the pile caps, including diversion of water course if necessary and all other incidental charges tec., complete as per standard specifications etc., complete for PILES BELOW ABUTMENTS & PIERS.

Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification. MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900 for LEVELLING COURSE BELOW PILE CAP UNDER ABUTMENTS AND PIERS.

Vibrated Reinforced Cement Concrete grade M35 (Design Mix) using ISS size HBG graded metal including cost and conveyance of all materials to site, including cost and labour charges 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 removal etc., complete as per standard specification for PILE CAPS UNDER ABUTMENTS, RETURN WALLS AND PIERS.

Vibrated Reinforced Cement Concrete grade M35 (Design Mix) using ISS size HBG graded metal including cost and conveyance of all materials to site, including cost and labour charges 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 removal etc., complete as per standard specification for ABUTMENTS AND RETURN WALLS.

Vibrated Reinforced Cement Concrete grade M35 (Design Mix) using ISS size HBG graded metal including cost and conveyance of all materials to site, including cost and labour charges 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 removal etc., complete as per standard specification BED BLOCK CUM DIRT WALL OVER ABUTMENTS.

Vibrated Reinforced Cement Concrete grade M35 (Design Mix) using ISS size HBG graded metal including cost and conveyance of all materials to site, including cost and labour charges 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 removal etc., complete as per standard specification for PIER COLUMNS.

Vibrated Reinforced Cement Concrete grade M35 (Design Mix) using ISS size HBG graded metal including cost and conveyance of all materials to site, including cost and labour charges 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 removal etc., complete as per standard specification for CAPPING BEAM OVER PIER COLUMNS.

Vibrated Reinforced Cement Concrete grade M35 (Design Mix) using ISS size HBG graded metal including cost and conveyance of all materials to site, including cost and labour charges 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 removal etc., complete as per standard specification for PEDESTALS OVER CAPPING BEAMS AND BED BLOCKS

Supply and fixing of Elastomeric bearing of size 400x500x80mm including cost and conveyance to work site, labour for fixing the same in correct position and all other incidental charges etc., complete as per standard

Vibrated Reinforced Cement Concrete grade M35 (Design Mix) using ISS size HBG graded metal including cost and conveyance of all materials to site, including cost and labour charges 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 removal etc., complete as per standard specification for T-BEAMS AND CROSS BEAMS.

Vibrated Reinforced Cement Concrete grade M35 (Design Mix) using ISS size HBG graded metal including cost and conveyance of all materials to site, including cost and labour charges 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 removal etc., complete as per standard specification for DECK SLAB.

Vibrated Reinforced Cement Concrete grade M30 (Design Mix) using ISS size HBG graded metal including cost and conveyance of all materials to site, including cost and labour charges 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 removal etc., complete as per standard specification for RCC HAND RAILS AND POSTS OVER DECK SLAB.

Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix, using 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 CRASH BARRIER.

Providing and fixing of Galvinised Iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.

Vibrated Cement Concrete of grade M15 (Nominal mix) using 40mm ISS graded metal including cost and conveyance of all materials to site 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 relevant standard specification for PARAPET OVER WINGS.

Supplying and installation of Strip Seal Expansion Joint system for 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutments with fatigue tested structural’s steel section at the nosing and achorage 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 per specifications.

Vibrated Cement Concrete of grade M15 (Nominal mix) using 40mm ISS graded metal including cost and conveyance of all materials to site 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 relevant standard specification for BASE COURSE BELOW APPROACH SLAB.

Vibrated reinforced cement concrete M30 (Design mix) using 20mm and below 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 labour charges for mixing, cost of formwork, transporting, laying and curing concrete working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for APPROACH SLABS.

Vibrated Reinforced Cement concrete of grade M30 (Design Mix) using IRC HBG graded metal including cost and conveyance of all materials to site including cost of Cement at site including cost and labour charges for formwork, soft water, labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc., as per relevant standard specification for Wearing Coat 75mm thickness over Deck Slab.

Providing and fixing PVC seepage pipes of 100mm dia. PVC pipes of requied lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN BETWEEN THE ABUTMENTS AND WINGS

Providing and laying of filter media with granular materials /stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a thickness of 600 mm with smaller size toward the soil and bigger size toward the wall over the entire surface behind abutment ,wing to a full height compacted to a firm condition complete as per drawing and specification IRC 78- 2000-13.10

Filling behind Abutments and wings as per Appendix 6 of IRC: 78-2000 with clean gritty free draining gravel including cost and draining gravel having Ø 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.

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. MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900

Supply and fabrication of HYSD Fe-240 steel 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 including ovelapping to the required length wherever necessary 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. MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900

Supply and fixing of High Quality of 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 proving utility services in footpaths.

[Sub Estimate - Approach Road] Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all material necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORT&H Specification.

Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Formation of embankment using Carted Earth including compaction by power roller with an average lead of 15 km

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 401 of MORTH Specification- for grading-V Material. MORTH No. 111, 112, 401, 900

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 401 of MORTH Specification- for grading-III Material. MORTH No. 111, 112, 401, 900

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

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.

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, 503,900

Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Central Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 30) 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, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading I. MORTH No. 111, 112, 501, 505, 900.

Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with Central mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) 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

[Sub Estimate - Junction Improvement] Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all material necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORT&H Specification.

Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Formation of embankment using Carted Earth including compaction by power roller with an average lead of 15 km

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 401 of MORTH Specification- for grading-V Material. MORTH No. 111, 112, 401, 900

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 401 of MORTH Specification- for grading-III Material. MORTH No. 111, 112, 401, 900

Picking the existing BT surface upto 50 mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed for the work and including all other incidental charges etc., complete as per MORTH specification. MORTH No. 111, 112, 501, 504, 900, 3004.

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

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

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, 503,900

Bituminous Macadam Providing and laying bituminous macadam with Central 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 of MORTH Specification - Grading II (Table 500-7). MORTH No. 111, 112, 501, 505, 900

Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with Central mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) 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

[Sub Estimate - Retaining Wall] Earth work 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 sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification No.304 of MORTH for FOUNDATION.

Plain Cement Concrete of grade M10 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.. MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900

Vibrated Reinforced Cement Concrete M25 grade Design Mix using crusher ISS, HBG graded metal 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 for laying, compacting, curing including all incidental charges etc., complete as per MORT&H No.111, 112, 1000, 1500, 1600, 1700, 2200, 2300 & 900 - for Footing in Retaining wall (Below Ground Level)

Vibrated Reinforced Cement Concrete M25 grade Design Mix using crusher ISS, HBG graded metal 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 for laying, compacting, curing including all incidental charges etc., complete as per MORT&H No.111, 112, 1000, 1500, 1600, 1700, 2200, 2300 & 900 - for Footing in Retaining wall (Above Ground Level)

Vibrated Reinforced Cement Concrete of grade M40 (Design mix) using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost and fabrication of steel including cost of 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 relevant standard specification for Crash barriers over Deck

Providing and laying of filter media with granular materials /stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a thickness of 600 mm with smaller size toward the soil and bigger size toward the wall over the entire surface behind abutment ,wing to a full height compacted to a firm condition complete as per drawing and specification IRC 78- 2000-13.10

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN THE ABUTMENTS AND WINGS.

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. MORTH No. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300, 900

Supplying and fixing 20mm thick Bitumen pad in 20mm expansion gap provided in between Retaining wall as shown in the drawing including cost and conveyance of expansion joints etc., (Sl.No : 0661, P.No:63 of SOR 2023-24 )

[Sub Estimate - Minor Bridge] 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 for DRESSING THE BED UP TO SILL LEVEL.

Earthwork excavation in all class of soil except soft desintegrated rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS.

Earthwork excavation in Soft disintegrated rock not requiring blasting except medium rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS.

Plain Cement concrete M10 Grade (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site, cost of cement at site, including soft water, labour charges for mixing, transporting, laying, compacting, curing, tools and plants and all incidental charges such as baling out water maintaining of protective bunds coffer dam, Shoring, Strutting etc complete as per relevant standard specification for BASE COURSE below foundation of abutments and piers.

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost and Fabrication of steel including cost of cement at site and including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges such as baling out water maintaining of protective bunds coffer dam, Shoring, Strutting etc complete as per relevant standard specification for RAFT AND CUTOFF WALL (below Ground Level)

Filling in side the raft with Sand including cost and conveyance of sand to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for filling inside the raft.

Vibrated Cement Concrete M20 grade Nominal Mix using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel 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 as per standard specification for FOOTINGS OF ABUTMENT, PIER AND WINGS BELOW SILL LEVEL.

Vibrated Cement Concrete M20 grade Nominal Mix using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel 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 as per standard specification for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL.

Vibrated Reinforced Cement concrete of grade M30 (Design Mix) using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of Cement at site including cost and labour charges for formwork, soft water, labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc., as per relevant standard specification for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS.

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN THE ABUTMENTS AND WINGS.

Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to work site, labour charges for fixing the same in the correct position and all other incidental charges etc., complete.

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost and Fabrication of steel including cost of cement at site and including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths hire charges for Tools and Plants including all other incidental charges such as baling out water maintaining of protective bunds coffer dam, Shoring, Strutting etc complete as per relevant standard specification for DECK SLAB.

Providing and laying of filter media with granular materials /stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a thickness of 600 mm with smaller size toward the soil and bigger size toward the wall over the entire surface behind abutment ,wing to a full height compacted to a firm condition complete as per drawing and specification IRC 78- 2000-13.10

Filling behind Abutmants and wings with clean gritty gravel including cost and conveyance of gravel to worksite,laying,handling charges and filling in layers,tamping under optimum moisture content to get the maximum density including watering,with all leads for water and all other incidental charges etc,complete for filling behind the abutment and wings.

Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete. (Sl.No : 0221, P.No: 174 of SOR 2023-24 )

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, including over lapping to the required length wherever necessary 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.

Vibrated Cement Concrete of grade M15 (Nominal mix) using 20mm ISS graded metal including cost and conveyance of all materials to site 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 relevant standard specification for BASE COURSE BELOW APPROACH SLAB.

Vibrated reinforced cement concrete M30 (Design mix) using 20mm and below 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 labour charges for mixing, cost of formwork, transporting, laying and curing concrete working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for APPROACH SLAB.

Vibrated Cement Concrete of grade M30 (Design mix) 75mm uniform thick using 25mm IRC, 12mm IRC & 6mm IRC graded metal, including cost and conveyance of all materials to work 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 potable water, 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.

Vibrated Reinforced Cement Concrete of grade M40 (Design mix) using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost and fabrication of steel including cost of 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 relevant standard specification for Crash barriers

Vibrated Cement Concrete M-20, 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, for PCC PARAPET OVER WINGS. MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900

Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete. (Sl.No : 0222, P.No: 174 of SOR 2023-24 )

[Sub Estimate - Revetment ] 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

Plain Cement concrete M10 Grade (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site, cost of cement at site, including soft water, labour charges for mixing, transporting, laying, compacting, curing, tools and plants and all incidental charges such as baling out water maintaining of protective bunds coffer dam, Shoring, Strutting etc complete as per relevant standard specification for BASE COURSE

Vibrated Cement Concrete M-20, 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 Revetment Wall below Ground Level)

Vibrated Cement Concrete M-20, 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 Parapet Over Revetment)

Gravel packing to revetment for 150mm thick, including cost and conveyance of gravel to worksite, laying, and filling in layers of 150mm thick, tamping, including watering with all leads for water and all other incidental charges etc, completed.

Supply and fixing of cement concrete block of size 250mm x 250mm x 300mm in CC 1:2:4 nominal mix (M15) using 20mm ISS size HBG metal including cost and conveyamce of all materials to working site and cement site including casting, curing, etc., including conveyance and handing charges for the same at both ends, including all other incidental charges etc., complete for revetment.

[Sub Estimate - Culvert] 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 MORTH Nos. 111,112&304-For foundation of Culvert

Plain Cement Concrete M-15 Grade 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 for LEVELLING COURSE BELOW BASE SLAB OF CULVERT - Without Centering.

Vibrated Cement Concrete M-20, 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. (With Centering).

Vibrated Reinforced Cement Concrete grade M25 (Design Mix) using ISS size HBG graded metal including cost and conveyance of all materials to site, including cost and labour charges 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 removal etc., complete as per standard specification. For BOTTOM SLAB OF BOX CULVERT, STEM & COVER SLAB.

Vibrated Reinforced Cement concrete of grade M30 (Design Mix) using IRC HBG graded metal including cost and conveyance of all materials to site including cost of Cement at site including cost and labour charges for formwork, soft water, labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc., as per relevant standard specification for Wearing Coat 75mm thickness over Deck Slab.

Supply and fabrication of STEEL grade Fe500D with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the schedule 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.

[Sub Estimate - Rigid Apron] 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 DRESSING THE BED UPTO SILL LEVEL AND FLEXIBLE APRONS.

Earth work 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 such as bailing out water providing and maintaining necessary coffer dam, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification No.304 of MORTH for FOUNDATION OF RAFT, CUT OFF WALLS AND FLEXIBLE APRONS.

Plain Cement concrete M10 Grade (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site, cost of cement at site, including soft water, labour charges for mixing, transporting, laying, compacting, curing, tools and plants and all incidental charges such as baling out water maintaining of protective bunds coffer dam, Shoring, Strutting etc complete as per relevant standard specification for RIGID APRON

Vibrated Cement Concrete M15 Grade, Nominal Mix, using 40 mm metal ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site 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 as per standard specification for RIGID APRON

Vibrated Cement Concrete of grade M15 (Nominal mix) using 20mm ISS graded metal including cost and conveyance of all materials to site 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 relevant standard specification for TOE WALL

[Sub Estimate - Centre Median] Construction of Cement concrete Kerb top and bottom width 115 and 165 mm respectively 325 mm high in M20 grade laid with kerb laying machine, foundation manually, all complete as per clause 408.

Re Filling using excavated earth laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc., complete for Centre Median (Filling charges only)

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

RR INFRAA CONSTRUCTION

SAI HRIDHAM INFRAA PRIVATE LIMITED