Rural Development And Panchayat Raj Department Tender

Plain Cement Concrete M-10, (Nominal mix ) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost cement at site including portable water, labour charges for mixing, transporting, laying campacting and curing concrete, Tools and Plants and incidental charges such as bailing out water ,maintaining of protective bunds,cofferdams,shoring,structting etc, complete as per relevant standard specification for LEVELLING COURSE BETWEEN THE PILECAPS AS PER SECTION 1100 OF MORT&H Specifications (Fifth Revision).

Earth work excavation in all classes of soils, rock not requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water , Providing and maintaining necessary cofferdams sheeting,shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete for PILE CAP UNDER PIERS AND ABUTMENTS FOR FOUNDATION as per section 300 of MORT&H Specifications (V revision)

Providing and driving in position permanet M.S liners for piles from bottom of pile cap as per CL 709.1.4 of IRC 78 2014 (upto the maximum scour level for estimate purpose) including cost of linear and fabricating, welded construction with consumable, labour and plants and driving MS Liners 6mm thick to be left permanently with the piles shaft as per requirement and as per standard specification and placing them in position with all leads and lifts etc. complete as per section 1100 & 1600 of MORT&H specification (V Revision)

Providing Reinforced Cement Concrete cast-in-situ bored piles of 1000mm diameter in RCC M35 (Design mix) using 20 mm & 12mm 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 rock, 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 in 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 PIERS AND ABUTMENTS as per Section 1100 & 1700 of MORT&H Specification (V Revision)

Plain Cement Concrete M-15, (Nominal mix ) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost cement at site including portable water, labour charges for mixing, transporting, laying campacting and curing concrete, Tools and Plants and incidental charges such as bailing out water ,maintaining of protectivebunds,cofferdams,shoring,structting etc, complete as per relevant standard specification for LEVELLING COURSE BELOW PILECAPS OF PIERS AND ABUTMENT AS PER SECTION 1100 OF MORT&H Specifications (Fifth Revision).

Vibrated Reinforced Cement Concrete of grade M35 [Design mix] using 20mm & 12mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying,curing concrete , working at depths , hire charges for tools and plants including all other incidental charges such as bailing out water,maintaining of protective bunds,cofferdams,shoring,structting etc, complete as per relevant standard specification for PILE CAPS UNDER PIERS AND ABUTMENTS as per section 1100,1500 & 1700 of Morth &(H) Secification (Fifth Revision).

Vibrated reinforced cement concrete M35 (Design mix) using 20mm & 12mm 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, hire charges for tool and plants including all other incidental charges etc., complete for ABUTMENT AND RETURN WALL SUBSTRUCTURE as per Sections 1500,1700&2200 of MORT&H Specifications(Fifth Revision)-Above sill level

Vibrated reinforced cement concrete M35 (Design mix) using 20mm & 12mm 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, potable water, hire charges for tool and plants including all other incidental charges etc., complete for BED BLOCK CUM DIRTWALL AND PEDESTAL OVER ABUTMENTS as per Sections 1500,1700&2200 of MORT&H Specifications(Fifth Revision)-Above sill level

Supply and fixing of Elastomeric bearing of size 250x400x48mm including cost and conveyance to work site, labour for fixing the bearing position and all other incidental charges etc., complete as per Section 2000 of MORT&H Specification(Fifth Revision) and IRC:83-2015(Part-II).

Vibrated reinforced cement concrete M35 (Design mix) using 20mm & 12mm 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, potable water, hire charges for tool and plants including all other incidental charges etc., complete for as per relevant standard specification for T-BEAMS and CROSS BEAMS as per Sections 1500,1700 & 2300 of MORT&H Specifications(Fifth Revision).

Vibrated reinforced cement concrete M35 (Design mix) using 20mm & 12mm 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, potable water, hire charges for tool and plants including all other incidental charges etc., complete for DECK SLAB, KERBS & FOOTPATH as per Sections 1500,1700 & 2300 of MORT&H Specifications(Fifth Revision)

Vibrated reinforced cement concrete M30 (Design mix) using 20mm & 12mm 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, potable water, hire charges for tool and plants including all other incidental charges etc., complete for HANDRAILS AND POSTS as per Sections 2703.3 of MORT&H Specifications(Fifth Revision).

Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specifications for Road and Bridge Works Published by Ministry of Surface Transport (Roads Wing) in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly, including cost and conveyance of all materials, cost of testing as per the MORT&(H) specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per Section 2600 of MORT&H Specifications (Fifth Revision).

Providing and fixing 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., complete as per Section 2705 of MORT&H Specifications(Fifth Revision).

Plain Cement Concrete M-20, (Nominal mix ) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost cement at site including portable water, labour charges for mixing, transporting, laying campacting and curing concrete, Tools and Plants and incidental charges such as bailing out water ,maintaining of effctivebunds,cofferdams,shoring,structting etc, complete as per relevant standard specification for PARAPET OVER WINGS.AS PER SECTION 1100 OF MORT&H Specifications (Fifth Revision).

Vibrated Plain cement concrete M15 (Nominal mix 1:2:4) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, including labour charges for mixing concrete, laying, curing concrete, hire charges for tool and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete for BASE COURSE BELOW APPROACH SLAB, FOOTPATH RAMP & FOOTPATH RAMP as per Sections 1500, 1700 & 2704 of MORT&H Specifications(Fifth Revision).

Vibrated reinforced cement concrete M30 (Design mix) using 20mm & 12mm 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, hire charges for tool and plants including all other incidental charges etc., complete for APPROACH SLAB as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).

Vibrated reinforced cement concrete M30 (Design mix) 75mm uniform thick with surface reinforcement conforming to section 2702.2 of MORT&(H) Fifth revision, using ISS HBG 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 tool and plants, compacing, curing with all leads for potable water, including all other incidental charges form work etc., complete for WEARING COAT OVER DECK SLAB AND APPROCH SLAB as per Sections 2702.2 of MORT&H Specifications(Fifth Revision).

Providing and fixing Class 1 PVC seepage pipes of 100mm dia of requied lengths for abutments and wingwalls including cost and conveyance of all materials to work site and labour charges for fixing, etc,.complete to drain the backfill as per Section 2706 of MORT&H Specifications(Fifth Revision)

Providing filter media behind the abutments and RETURN WALLS for 600mm thickness using filter material as per appendix 6 of IRC: 78-2014 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 CI.710.1.4 & Appendix-6 of IRC:78:2014.

Filling behind Abutments and RETURN WALLS as per Appendix 6 of IRC: 78-2014 with filling material having Ø value more than 35° free from cohesion, including cost and conveyance 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 CI.710.1.4 & Appendix-6 of IRC:78:2014

Supply and fabrication of Fe-500 grade steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping 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 (Fifth Revision)

Supply and fabrication of S-240 steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping 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 (Fifth Revision)

RCC retainingwall

Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts, 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 back filling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION OF Retainingwall as per Section 300 of MoRT&H Specifications (V) Revision (including 600rrnr from the face of foundation for extra working space as per I S: 1200 (Pad 1) - 1992 Cl:4.2.5.1)

Compacted Cement Concrete of Grade M10 (Design Mix), using 40mm, 20mm and 10mm ISS HBG metal including cost and conveyance of al1 materials to site including cement at site including cost of formwork, soft water, labour changes for mixing, transporting, lfi ying 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 THE FOOTINGS OF RCC RETAINING WALLS. as per section 2100 of MORT&H Specifications (Fifth Revision-2013).

Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental changes etc., complete for FOOTING OF RCC RETAINING WALL as per section 1500, 1700 & 2704 of MORT&H Specifications (Fifth Revision-2013)

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 as per Appendix - 6 of IRC: 78 - 2014 & Sect ion 2706 of MORT& H speci fications (Fifth Revision)

Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental changes etc., complete for STEM OF RCC RETAINING WALL as per section 1500, 1700 & 2704 of MORT&H Specifications (Fifth Revision-2013).

Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever 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, as per section 1009.3, 1600 of MoRT&(H) Specifications (Fiftli Revision-2013).

Approach Road

Excavation including removal and satisfactory 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 Eath with a lead of 3km for filling of Approach Road.

100% COMPACTION

98% COMPACTION

Providing and laying Granular Sub-Base Grade- V consisting of well graded Material confirming to the grading given in Table No.400-1, 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 roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 401, 900.

Providing and laying Wet Mix Macadam Base Course of 250mm thickness in two layers of 125mm each or else as specified on the prepared sub-Base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base mix plant,spreading in nuiform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and ffine dressing for required grade and cross slope as shown on the drawing,equipment safety measures, testing and incidentals necessary to complete the work as per Technical Specification Clause 406 and as directed by Engineer.

Proivding and laying of prime coat using Bitumen Emulsion at the rate of 7kg per ten Square Metre over the WMM surface preparatory to another construction over it.

Proivding and laying of Tack coat using Bitumen Emulsion at the rate of 2.50kg per ten Square Metre over the treated WMM surface preparatory to another construction over it.

Providing and laying Bituminous Concrete 25mm thickness which work shall consist of construction using coarse aggregates premixed with VG 30 Grade Bitumen at the rate of 5.40% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for BC (Grade-II) as per MORTH No. 111, 112, 507, 900.

Diversion Road

Excavation including removal and satisfactory 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 for Carted Eath with a lead of 2km for formation of Diversion Road.

100% COMPACTION

98% COMPACTION

Providing and laying Granular Sub-Base Grade- V consisting of well graded Material confirming to the grading given in Table No.400-1, 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 roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 401, 900.

Providing and laying Wet Mix Macadam Base Course of 250mm thickness in two layers of 125mm each or else as specified on the prepared sub-Base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base mix plant,spreading in nuiform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and ffine dressing for required grade and cross slope as shown on the drawing,equipment safety measures, testing and incidentals necessary to complete the work as per Technical Specification Clause 406 and as directed by Engineer.

Supply of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete for culvert.

Provision for Name Board including all charges etc. complete

GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)