Public Works Department-PWD has published B . T . Renewal/ O . B . T . /Widening Of Approach Road From Nh-30 Road To Air Strip Chorahata Sub Division No . 1 Rewa. Submission Date for this Tender is 20-04-2021. Road Work Tenders in Rewa Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: B.T. Renewal/ O.B.T./Widening of Approach Road from NH-30 Road to Air strip Chorahata Sub Division No. 1 Rewa | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in Soil by Manual Means Excavation for roadway in soil including loading in truck for\ncarrying of cut earth toembankment site with all lifts and lead\nupto1000 metres as per clauses of section-300. | 1793 | Cum | |
| 2 | 2 | Embankment Construction with Material Obtained from\nBorrow PitsConstruction of embankment with approved material having CBR>7obtained from borrow pits with all lifts and leads, transporting to site,spreading, grading to required slope and compacting to meetrequirement of table 300-1, 300-2 and as per relevent clauses ofsection-300. | 980.44 | Cum | |
| 3 | 3 | Crusher Run Macadam Sub Base/Base Course\nProviding crushed stone aggregate, depositing on a preparedsurface by hauling vehicles, spreading and mixing with a motorgrader, watering and compacting with a vibratory roller to clause410 to form a layer of sub-base/Base in accordance to Table No.400-14, 400-15 and as per clause of section 407 ofspecifications.\n(ii) For 37.5 mm maximum size | 187.09 | Cum | |
| 4 | 4 | Wet Mix Macadam\nProviding, laying, spreading and compacting graded stone\naggregate to wet mix macadam specification including\npremixing the Material with water at OMC in mechanical mixplant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on wellprepared surface and compacting with vibratory roller to achievethe desired density in accordance to Table No. 400-12, 400-13and as per clause of section 406 of specifications. | 245.7 | Cum | |
| 5 | 5 | 5.1 Prime coat\nProviding and applying primer coat with bitumen emulsion onprepared surface of granular Base including clearing of roadsurface and spraying primer at the rate of 0.75 kg/sqm usingmechanical means as per clause 502 of specifications. | 1092 | Sqm | |
| 6 | 6 | 5.2 Providing and applying tack coat with catonic bitumen emulsion(RS-1) using emulsion pressure distributor on the preparedbituminous/granular surface cleaned with mechanical broom andas per relevant clauses of section-503 of specifications(ii) @0.30 kg per sqm (dry & hungry bituminous surfaces/granular surfaces treated with primer) | 1092 | Sqm | |
| 7 | 7 | Open - Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades all complete as per clause 510 of specification.\n(i) Case - I: Mechanical method using Penetration grade\nBitumen and HMP of appropriate capacity not less than\n75 tonnes/hour. | 1092 | Sqm | |
| 8 | 8 | Seal Coat\nProviding and laying seal coat sealing the voids in a bituminoussurface laid to the specified levels, grade and cross fall usingType A and B seal coats all complete as per clause 511 of specification.(ii) Case - II : Type B (Providing and laying of premixsand seal coat with HMP of appropriate capacity notless than 75 tonnes/ hours using crushed stone\nchipping (aggregate shall pass 2.36mm seal andretained to 180 micron sieve) and penetration bitumenof suitable grade all complete as per clause 511 ofspecification. | 1092 | Sqm | |
| 9 | 9 | Construction of Shoulders with approved material/selected soili/c excavation all lifts & leads i/c grading to required slope &camber of 4% and compacting using vibratory roller of 80 to 100kN static weight to meet requirement as per relevant clause of400.\nB Hard Shoulders (CBR value >12) | 146.45 | Sqm | |
| 10 | 10 | Direction and Place Identification signs with size more than 0.9sqm size board.Providing and fixing directional informatory and place identification and retro reflectrorised sign as per IRC 67-2012and clause 6.7.4.3andIRC 67:2012 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 of MORT&Hand fixed over Aluminium composite material sheet withthermoplastic core of Low density polyethylene (LDPE) betweentwo thick skins/sheets of aluminium with overall thickness of 4mmand aluminium skin of thickness 0.3 on both side, the ACM shallconform to Table 6-1 of IRC67:2012and Table 800.6 of MORT&H specification in line with clause 6.8 of IRC67:2012 and clause 801.3.7 OF MORT&H of directional place identification and their sign board the message (legends ,letters,numerals etc ) and border shallbe cut out from the same reflective sheeting only .cut out shall be from durable trans ferent over lay materials as specified by sheeting manufacturer shall be bonded with the sheeting in manner and should be supported and should be supported on a mild steel angle iron post 75 mm x 75 mm x 6 mmfirmly fixed to ground by means of properly designed foundationwith M15 grade concrete 450x450x600mm. The ACM sheet shallbe fixed to the post with four minimum four number breakawaybolts and supported with back suport frame of 25mmx25mmx3mm angle 10 years warranty for retro reflective sheeting from the original sheeting manufacturer asper clause 6.9 of IRC 67:2012 and a certified copy of three year s out door exposure report from unindependent test lab asper clause 6.7 of IRC 67:2012 for the product offered shall be submitted by the contractor. | 0.5 | Sqm | |
| 11 | 11 | Road Marking with Hot Applied Thermoplastic Compound\nwith Reflectorising Glass Beads on Bituminous Surface\nProviding and laying of hot applied thermoplastic compound 2.5\nmm thick including reflectorising glass beads @ 250 gms per sqm\narea, thickness of 2.5 mm is exclusive of surface applied glass\nbeads as per IRC:35 .The finished surface to be level, uniform and\nfree from streaks and holes all complete as per clause 803 of\nspecifications. | 54.6 | Sqm | |
| 12 | 12 | Kilo Metre Stone\nReinforced cement concrete M15grade kilometre stone of standard\ndesign as per IRC:8-1980, fixing in position including painting and\nprinting etc(iii) Hectometer stone (Precast) | 2 | Each | |
| 13 | 13 | Boundary pillar\nReinforced cement concrete M15 grade boundary pillars of\nstandard design as per IRC:25-1967, fixed in position including\nfinishing and lettering but excluding painting. | 56 | Each | |
| 14 | 14 | 12.1 Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per relevant clauses of section 300 & 2100 in\nI Ordinary soil\nB Mechanical Means\n(i) Depth upto 3 m | 900.9 | Cum | |
| 15 | 15 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification. | 282.17 | Cum | |
| 16 | 16 | Providing Plain cement concrete M-15 nominal mix in\nfoundation as per relevant clauses of sections 1500, 1700 and 2100. | 81.9 | Cum | |
| 17 | 17 | Provdiing and laying Plain/Reinforced cement concrete inopen foundation including form work shuttering etc.\ncomplete as per drawing and technical specifications and asper relevant clauses of sections 1500, 1700 & 2100 with .\nA PCC Grade M15 | 150.15 | Cum | |
| 18 | 18 | Supplying, fitting and placing un-coated HYSD bar\nreinforcement in foundation complete as per drawing andtechnical specifications and as per relevant clauses of section1600. | 12.01 | Cum | |
| 19 | 19 | Providing weep holes in Brick asonry/Plain/Reinforced\nconcrete abutment, wing wall/return wall with 100 mm diaAC/PVC pipe, extending through the full width of the structurewith slope of 1V :20H towards drawing foce. Complete as perdrawing and Technical specifications | 54.6 | Cum | |
| 20 | 20 | 13.6 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications\nB PCC Grade M20 | 51.87 | Cum | |
| 21 | 21 | Excavation for Structures \nEarth work in excavation of foundation of structures as perdrawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per relevant clauses of section 300 & 2100 in \n I Ordinary soil \nB Mechanical Means\n(i) upto 3 m depth | 35.71 | Cum | |
| 22 | 22 | PCC M-15 in Foundation\nPlain cement concrete M-15 mix with crushed stone aggregate40 mm nominal size mechanically mixed, placed in foundationand compacted by vibration including curing for 14 days. as perMORT&H Specification 409. | 2.69 | Cum | |
| 23 | 23 | Laying Reinforced Cement Concrete Pipe NP4/prestrssed\nconcrete pipe on first class bedding in single row.\nProviding and Laying Reinforced cement concrete pipe\nNP4/prestrssed concrete pipe for culverts on first class beddingof granular material (cost of bedding included) in single rowincluding fixing collar with cement mortar 1:2 but excludingexcavation, protection works, backfilling, concrete andmasonry works in head walls and parapets | 12.5 | Rm | |
| 24 | 24 | Providing P.C.C. M-15 Nominal mix for hume pipe culverts in\nfoundation and sub structure etc. as per drawing and as per\nrelevant clauses of section 1500, 1700, 2100 and 2900. | 23.99 | Cum |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
